BL56 - E107 - D=38cm - teses.usp.br · RAU = 166.1 (tons); RA2 = 209.8 (tons) Current CAPWAP Ru = 197.3 (tons); Corresponding J(RP)= 0.04; J(RX) = 0.65 VMX TVP VT1*Z FT1 FMX DMX DFN

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdVelocity Msd

Pile

0

7

14

21

28

tons

/m0

55

110

165

220

tons

Shaft ResistanceDistribution

Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom

Ru = 197.3 tonsRs = 100.0 tonsRb = 97.3 tonsDy = 15.5 mmDx = 17.0 mm

CAPWAP Offset:197 tonsD = 380 mm

Osasco; Pile: E02 - D=38cm H=60cm qs=1,0; BE 05 - Martelo 3900kg; Blow: 6 (Test: 18-Dec-2013 15:50:) 12-Dec-2014Estacas Benaton Ltda. CAPWAP(R) 2006-3

CAPWAP(R) 2006-3 Licensed to Estacas Benaton Ltda.

Osasco; Pile: E02 - D=38cm H=60cm qs=1,0 Test: 18-Dec-2013 15:50:

BE 05 - Martelo 3900kg; Blow: 6 CAPWAP(R) 2006-3

Estacas Benaton Ltda. OP: Daniel Murakami

Page 1 Analysis: 12-Dec-2014

CAPWAP SUMMARY RESULTS

Total CAPWAP Capacity: 197.3; along Shaft 100.0; at Toe 97.3 tons

Soil Dist. Depth Ru Force Sum Unit Unit Smith

Sgmnt Below Below in Pile of Resist. Resist. Damping

No. Gages Grade Ru (Depth) (Area) Factor

m m tons tons tons tons/m tons/m2 s/m

197.3

1 2.1 1.6 3.0 194.3 3.0 1.89 1.58 0.433

2 4.2 3.7 7.0 187.3 10.0 3.36 2.81 0.433

3 6.3 5.8 8.0 179.3 18.0 3.84 3.21 0.433

4 8.3 7.8 8.0 171.3 26.0 3.84 3.21 0.433

5 10.4 9.9 11.0 160.3 37.0 5.27 4.42 0.433

6 12.5 12.0 17.0 143.3 54.0 8.15 6.83 0.433

7 14.6 14.1 46.0 97.3 100.0 22.05 18.47 0.433

Avg. Shaft 14.3 7.09 5.94 0.433

Toe 97.3 857.94 0.642

Soil Model Parameters/Extensions Shaft Toe

Quake (mm) 1.004 6.408

Case Damping Factor 0.509 0.735

Damping Type Smith

Unloading Quake (% of loading quake) 300 100

Reloading Level (% of Ru) 100 100

Unloading Level (% of Ru) 37

Resistance Gap (included in Toe Quake) (mm) 0.004

Soil Plug Weight (tons) 0.17

Soil Support Dashpot 2.230 0.000

Soil Support Weight (tons) 1.27 0.00

CAPWAP match quality = 1.46 (Wave Up Match) ; RSA = 0

Observed: final set = 1.500 mm; blow count = 667 b/m

Computed: final set = 1.078 mm; blow count = 928 b/m

max. Top Comp. Stress = 0.256 tons/cm2 (T= 25.3 ms, max= 1.108 x Top)

max. Comp. Stress = 0.283 tons/cm2 (Z= 8.3 m, T= 27.3 ms)

max. Tens. Stress = -0.019 tons/cm2 (Z= 10.4 m, T= 46.4 ms)

max. Energy (EMX) = 2.07 tonne-m;max. Measured Top Displ. (DMX)=12.97 mm





EXTREMA TABLE

Pile Dist. max. min. max. max. max. max. max.

Sgmnt Below Force Force Comp. Tens. Trnsfd. Veloc. Displ.

No. Gages Stress Stress Energy

m tons tons tons/cm2 tons/cm2 tonne-m m/s mm

1 1.0 207.1 -3.0 0.256 -0.004 2.07 2.1 12.539

2 2.1 211.7 -6.5 0.261 -0.008 2.04 2.1 12.078

3 3.1 212.3 -9.1 0.262 -0.011 1.95 2.1 11.620

4 4.2 220.2 -12.1 0.272 -0.015 1.91 2.2 11.104

5 5.2 214.1 -12.9 0.264 -0.016 1.75 2.0 10.636

6 6.3 216.6 -15.0 0.267 -0.019 1.72 1.9 10.181

7 7.3 216.1 -14.1 0.267 -0.017 1.57 1.8 9.747

8 8.3 229.5 -15.4 0.283 -0.019 1.54 1.7 9.291

9 9.4 222.9 -14.1 0.275 -0.017 1.40 1.7 8.830

10 10.4 220.3 -15.7 0.272 -0.019 1.35 1.6 8.102

11 11.5 199.0 -13.8 0.246 -0.017 1.20 1.5 7.662

12 12.5 211.4 -15.5 0.261 -0.019 1.17 1.3 7.223

13 13.6 192.8 -11.8 0.238 -0.015 0.99 1.2 6.817

14 14.6 193.6 -13.6 0.239 -0.017 0.65 1.3 6.411

Absolute 8.3 0.283 (T = 27.3 ms)

10.4 -0.019 (T = 46.4 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RX 274.3 262.4 250.4 238.5 226.6 214.6 202.7 191.3 187.4 183.6

RU 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RAU = 166.1 (tons); RA2 = 209.8 (tons)

Current CAPWAP Ru = 197.3 (tons); Corresponding J(RP)= 0.04; J(RX) = 0.65

VMX TVP VT1*Z FT1 FMX DMX DFN SET EMX QUS

m/s ms tons tons tons mm mm mm tonne-m tons

2.21 20.86 142.6 143.6 205.6 12.975 1.033 1.500 2.1 292.6

PILE PROFILE AND PILE MODEL

Depth Area E-Modulus Spec. Weight Perim.

m cm2 tons/cm2 tons/m3 m

0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2

Segmnt Dist. Impedance Imped. Tension Compression Perim. Soil

Number B.G. Change Slack Eff. Slack Eff. Plug

m tons/m/s % tons mm m tons

1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194 0.00

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00








3 3.13 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

4 4.17 77.99 -8.24 0.000 0.000 -0.000 0.000 1.194 0.00

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

9 9.39 84.99 0.00 0.000 0.000 -0.440 0.140 1.194 0.00

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

Pile Damping 3.0 %, Time Incr 0.248 ms, Wave Speed 4200.0 m/s, 2L/c 7.0 ms

DYNAMIC RESISTANCE TABLE

Soil Dist. Depth Ru Damping Max Total Unit Rt Smith

Sgmnt Below Below Rd at Rt W. Resp. to Damping

No. Gages Grade Max. Rt (Ru+Rd) Depth Area Factor


1 2.1 1.6 3.0 2.7 5.7 3.60 3.01 0.433

2 4.2 3.7 7.0 6.2 13.2 6.34 5.31 0.433

3 6.3 5.8 8.0 6.1 14.1 6.78 5.68 0.433

4 8.3 7.8 8.0 5.5 13.5 6.49 5.43 0.433

5 10.4 9.9 11.0 6.9 17.9 8.60 7.20 0.433

6 12.5 12.0 17.0 8.0 25.0 12.01 10.06 0.433

7 14.6 14.1 46.0 18.1 64.1 30.72 25.74 0.433

Avg. Shaft 14.3 7.7 21.9 10.90 9.13 0.433

Toe 97.3 35.2 132.5 1168.62 0.642

Total 286.2

STATIC ANALYSIS

Monotonic D-Toe, E-P R-Toe

Step No. Top Load Top Disp. Toe Load Toe Disp.

tons mm tons mm

0 0.0 0.000 0.0 0.000

1 4.9 0.159 0.4 0.026

2 9.9 0.318 0.8 0.051

3 14.8 0.478 1.2 0.077

4 19.7 0.637 1.6 0.103

5 24.7 0.796 1.9 0.128

6 29.6 0.955 2.3 0.154

8 39.3 1.272 3.1 0.205

10 48.0 1.581 3.9 0.256

12 55.5 1.875 4.7 0.308

14 62.3 2.156 5.4 0.359





STATIC ANALYSIS



tons mm tons mm

16 68.3 2.421 6.2 0.410

18 73.9 2.679 7.0 0.461

20 79.0 2.921 7.8 0.513

23 86.2 3.272 9.0 0.590

26 92.5 3.597 10.1 0.666

29 98.2 3.900 11.3 0.743

33 104.5 4.258 12.8 0.846

38 110.4 4.624 14.8 0.974

44 115.5 4.989 17.1 1.128

53 120.6 5.427 20.6 1.358

64 124.9 5.884 24.9 1.640

75 129.2 6.342 29.2 1.922

86 133.5 6.799 33.5 2.204

97 137.8 7.256 37.8 2.486

108 142.0 7.713 42.0 2.768

119 146.3 8.170 46.3 3.050

130 150.6 8.627 50.6 3.332

141 154.9 9.084 54.9 3.614

152 159.2 9.541 59.2 3.896

163 163.4 9.998 63.4 4.178

174 167.7 10.455 67.7 4.460

185 171.9 10.906 71.9 4.742

196 175.7 11.345 75.7 5.024

208 179.5 11.808 79.5 5.331

220 182.9 12.257 82.9 5.639

232 186.0 12.690 86.0 5.947

245 188.9 13.141 88.9 6.280

258 191.4 13.575 91.4 6.613

272 193.5 14.023 93.5 6.972

286 195.2 14.449 95.2 7.331

301 196.4 14.883 96.4 7.715

317 197.0 15.319 97.0 8.125

325 197.3 15.535 97.3 8.330

342 197.3 15.971 97.3 8.766

359 197.3 16.407 97.3 9.202

376 197.3 16.842 97.3 9.638

386 192.4 16.863 96.9 9.791

387 187.4 16.703 96.5 9.766

388 182.5 16.544 96.1 9.740

389 177.6 16.385 95.7 9.715

390 172.6 16.226 95.4 9.689

391 167.7 16.067 95.0 9.663

393 158.0 15.750 94.2 9.612

395 149.3 15.441 93.4 9.561

397 141.8 15.147 92.6 9.509





STATIC ANALYSIS



tons mm tons mm

399 135.0 14.866 91.9 9.458

401 129.0 14.600 91.1 9.407

403 123.4 14.343 90.3 9.356

405 118.3 14.101 89.5 9.304

408 111.1 13.750 88.3 9.228

411 104.8 13.425 87.2 9.151

414 99.1 13.122 86.0 9.074

418 92.8 12.764 84.5 8.971

423 86.9 12.398 82.5 8.843

429 81.8 12.033 80.2 8.689

438 76.7 11.594 76.7 8.459

449 72.4 11.137 72.4 8.177

460 68.1 10.680 68.1 7.895

471 63.8 10.223 63.8 7.613

482 59.5 9.766 59.5 7.331

493 55.3 9.309 55.3 7.049

504 51.0 8.852 51.0 6.767

515 46.7 8.395 46.7 6.485

526 42.4 7.938 42.4 6.203

537 38.1 7.481 38.1 5.921

548 33.9 7.024 33.9 5.639

559 29.6 6.567 29.6 5.357

570 25.4 6.116 25.4 5.075

581 21.6 5.677 21.6 4.793

593 17.8 5.214 17.8 4.486

605 14.4 4.765 14.4 4.178

617 11.3 4.332 11.3 3.870

630 8.4 3.880 8.4 3.537

643 5.9 3.446 5.9 3.204

657 3.8 2.999 3.8 2.845

671 2.1 2.573 2.1 2.486

686 0.9 2.139 0.9 2.102

702 0.3 1.703 0.3 1.692

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c


Pile

0

5

10

15

20

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom















193.0

1 2.1 1.6 3.0 190.0 3.0 1.89 1.58 0.428

2 4.2 3.7 7.0 183.0 10.0 3.36 2.81 0.428

3 6.3 5.8 8.0 175.0 18.0 3.84 3.21 0.428

4 8.3 7.8 8.0 167.0 26.0 3.84 3.21 0.428

5 10.4 9.9 9.0 158.0 35.0 4.32 3.61 0.428

6 12.5 12.0 33.0 125.0 68.0 15.82 13.25 0.428

7 14.6 14.1 32.0 93.0 100.0 15.34 12.85 0.428

Avg. Shaft 14.3 7.09 5.94 0.428

Toe 93.0 820.03 0.738


Quake (mm) 2.000 6.527


Damping Type Smith



















EXTREMA TABLE





1 1.0 205.1 -3.0 0.253 -0.004 2.09 2.2 12.762

2 2.1 208.3 -6.7 0.257 -0.008 2.05 2.2 12.300

3 3.1 210.2 -9.7 0.260 -0.012 1.96 2.2 11.838

4 4.2 218.3 -13.0 0.269 -0.016 1.92 2.2 11.320

5 5.2 211.9 -14.2 0.262 -0.017 1.77 2.0 10.853

6 6.3 212.3 -16.6 0.262 -0.020 1.74 1.9 10.402

7 7.3 210.6 -16.3 0.260 -0.020 1.59 1.8 9.967

8 8.3 228.7 -18.6 0.282 -0.023 1.56 1.7 9.512

9 9.4 223.4 -18.2 0.276 -0.022 1.43 1.7 9.056

10 10.4 221.3 -20.2 0.273 -0.025 1.37 1.7 8.334

11 11.5 204.4 -19.1 0.252 -0.024 1.25 1.6 7.903

12 12.5 213.8 -20.7 0.264 -0.026 1.22 1.3 7.468

13 13.6 178.7 -11.0 0.221 -0.014 0.95 1.3 7.106

14 14.6 179.5 -12.4 0.222 -0.015 0.72 1.3 6.751

Absolute 8.3 0.282 (T = 27.3 ms)

12.5 -0.026 (T = 47.7 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RX 274.3 262.4 250.4 238.5 226.6 214.6 202.7 191.3 187.4 183.6

RU 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RAU = 166.1 (tons); RA2 = 209.8 (tons)




2.21 20.86 142.6 143.6 205.6 12.975 1.033 1.500 2.1 292.6




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194 0.00

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00








3 3.13 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

4 4.17 77.99 -8.24 0.000 0.000 -0.000 0.000 1.194 0.00

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

9 9.39 84.99 0.00 0.000 0.000 -0.440 0.140 1.194 0.00

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00







1 2.1 1.6 3.0 2.7 5.7 3.60 3.01 0.428

2 4.2 3.7 7.0 6.2 13.2 6.33 5.30 0.428

3 6.3 5.8 8.0 6.1 14.1 6.78 5.68 0.428

4 8.3 7.8 8.0 5.5 13.5 6.45 5.41 0.428

5 10.4 9.9 9.0 5.8 14.8 7.11 5.96 0.428

6 12.5 12.0 33.0 12.4 45.4 21.76 18.23 0.428

7 14.6 14.1 32.0 12.5 44.5 21.36 17.89 0.428

Avg. Shaft 14.3 7.3 21.6 10.73 8.99 0.428

Toe 93.0 44.0 137.0 1207.62 0.738

Total 288.2

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

3 6.7 0.279 1.1 0.078

6 13.4 0.558 2.2 0.157

9 20.2 0.837 3.3 0.235

12 26.9 1.116 4.5 0.313

15 33.6 1.395 5.6 0.392

18 40.3 1.675 6.7 0.470

21 47.0 1.953 7.8 0.548

24 53.5 2.231 8.9 0.627

27 59.9 2.507 10.0 0.705

30 65.9 2.779 11.2 0.783





STATIC ANALYSIS



tons mm tons mm

33 71.7 3.047 12.3 0.862

36 77.0 3.310 13.4 0.940

39 82.1 3.568 14.5 1.018

42 87.0 3.821 15.6 1.097

46 93.1 4.150 17.1 1.201

50 98.8 4.469 18.6 1.305

54 104.1 4.775 20.1 1.410

58 109.0 5.065 21.6 1.514

63 114.4 5.405 23.4 1.645

69 119.9 5.778 25.7 1.801

76 125.3 6.176 28.3 1.984

85 130.5 6.622 31.6 2.219

95 135.1 7.069 35.3 2.480

105 139.1 7.494 39.1 2.741

116 143.2 7.949 43.2 3.029

127 147.2 8.403 47.2 3.316

138 151.3 8.858 51.3 3.603

149 155.4 9.312 55.4 3.890

160 159.5 9.767 59.5 4.177

171 163.6 10.221 63.6 4.464

182 167.6 10.673 67.6 4.752

193 171.4 11.113 71.4 5.039

204 174.8 11.541 74.8 5.326

216 178.2 11.994 78.2 5.639

228 181.3 12.432 81.3 5.953

240 184.0 12.855 84.0 6.266

253 186.5 13.297 86.5 6.605

266 188.6 13.722 88.6 6.945

280 190.4 14.161 90.4 7.310

295 191.7 14.609 91.7 7.702

310 192.6 15.034 92.6 8.093

325 193.0 15.444 93.0 8.485

342 193.0 15.888 93.0 8.929

359 193.0 16.332 93.0 9.373

376 193.0 16.775 93.0 9.817

387 186.3 16.653 91.9 9.895

390 179.6 16.374 90.8 9.817

393 172.8 16.095 89.7 9.738

396 166.1 15.816 88.5 9.660

399 159.4 15.537 87.4 9.582

402 152.7 15.258 86.3 9.503

405 146.0 14.979 85.2 9.425

408 139.5 14.701 84.1 9.347

411 133.1 14.425 83.0 9.268

414 127.1 14.153 81.8 9.190





STATIC ANALYSIS



tons mm tons mm

417 121.3 13.885 80.7 9.112

420 116.0 13.622 79.6 9.033

423 110.9 13.364 78.5 8.955

426 106.0 13.111 77.4 8.877

430 99.9 12.782 75.9 8.772

434 94.2 12.463 74.4 8.668

438 88.9 12.157 72.9 8.563

442 84.0 11.868 71.4 8.459

447 78.6 11.528 69.6 8.328

453 73.1 11.154 67.3 8.172

460 67.7 10.756 64.7 7.989

469 62.5 10.310 61.4 7.754

479 57.9 9.863 57.7 7.493

489 53.9 9.438 53.9 7.232

500 49.8 8.984 49.8 6.945

511 45.8 8.529 45.8 6.658

522 41.7 8.074 41.7 6.370

533 37.6 7.620 37.6 6.083

544 33.5 7.165 33.5 5.796

555 29.4 6.711 29.4 5.509

566 25.4 6.259 25.4 5.222

577 21.6 5.819 21.6 4.934

588 18.2 5.391 18.2 4.647

600 14.8 4.939 14.8 4.334

612 11.7 4.501 11.7 4.021

624 9.0 4.077 9.0 3.707

637 6.5 3.635 6.5 3.368

650 4.4 3.210 4.4 3.029

664 2.6 2.771 2.6 2.663

679 1.3 2.323 1.3 2.271

694 0.4 1.898 0.4 1.880

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c


Pile

0

5

10

15

20

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom















193.0

1 2.1 1.6 3.0 190.0 3.0 1.89 1.58 0.467

2 4.2 3.7 7.0 183.0 10.0 3.36 2.81 0.467

3 6.3 5.8 8.0 175.0 18.0 3.84 3.21 0.467

4 8.3 7.8 8.0 167.0 26.0 3.84 3.21 0.467

5 10.4 9.9 9.0 158.0 35.0 4.32 3.61 0.467

6 12.5 12.0 33.0 125.0 68.0 15.82 13.25 0.467

7 14.6 14.1 32.0 93.0 100.0 15.34 12.85 0.467

Avg. Shaft 14.3 7.09 5.94 0.467

Toe 93.0 820.03 0.789


Quake (mm) 2.500 6.796


Damping Type Smith



















EXTREMA TABLE





1 1.0 205.4 -3.0 0.254 -0.004 2.08 2.2 12.739

2 2.1 208.3 -6.7 0.257 -0.008 2.05 2.2 12.273

3 3.1 209.6 -9.5 0.259 -0.012 1.96 2.2 11.805

4 4.2 217.8 -12.7 0.269 -0.016 1.91 2.1 11.280

5 5.2 213.3 -13.9 0.263 -0.017 1.76 2.0 10.804

6 6.3 209.3 -16.5 0.258 -0.020 1.73 1.9 10.342

7 7.3 209.2 -16.2 0.258 -0.020 1.58 1.8 9.905

8 8.3 226.9 -18.5 0.280 -0.023 1.55 1.7 9.449

9 9.4 221.3 -18.3 0.273 -0.023 1.42 1.7 8.995

10 10.4 220.7 -20.2 0.273 -0.025 1.37 1.7 8.368

11 11.5 206.7 -19.4 0.255 -0.024 1.25 1.6 7.941

12 12.5 213.6 -20.8 0.264 -0.026 1.22 1.3 7.511

13 13.6 179.0 -11.3 0.221 -0.014 0.96 1.3 7.151

14 14.6 179.9 -12.6 0.222 -0.016 0.74 1.4 6.797

Absolute 8.3 0.280 (T = 27.3 ms)

12.5 -0.026 (T = 47.9 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RX 274.3 262.4 250.4 238.5 226.6 214.6 202.7 191.3 187.4 183.6

RU 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RAU = 166.1 (tons); RA2 = 209.8 (tons)




2.21 20.86 142.6 143.6 205.6 12.975 1.033 1.500 2.1 292.6






1 2.1 1.6 3.0 3.0 6.0 3.76 3.15 0.467

2 4.2 3.7 7.0 6.4 13.4 6.43 5.38 0.467

3 6.3 5.8 8.0 6.7 14.7 7.05 5.90 0.467

4 8.3 7.8 8.0 6.0 14.0 6.70 5.61 0.467

5 10.4 9.9 9.0 6.5 15.5 7.42 6.22 0.467

6 12.5 12.0 33.0 13.8 46.8 22.43 18.79 0.467

7 14.6 14.1 32.0 13.4 45.4 21.75 18.22 0.467










Avg. Shaft 14.3 8.0 22.2 11.04 9.25 0.467

Toe 93.0 43.8 136.8 1206.34 0.789

Total 292.5




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194 0.00

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

3 3.13 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

4 4.17 77.99 -8.24 0.000 0.000 -0.000 0.000 1.194 0.00

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

9 9.39 84.99 0.00 0.000 0.000 -0.300 0.140 1.194 0.00

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00


STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

3 5.6 0.252 1.1 0.082

6 11.1 0.505 2.2 0.163

9 16.7 0.757 3.3 0.245

12 22.2 1.010 4.5 0.326

15 27.8 1.262 5.6 0.408

18 33.4 1.515 6.7 0.489

21 38.9 1.767 7.8 0.571

24 44.5 2.019 8.9 0.652





STATIC ANALYSIS



tons mm tons mm

27 50.0 2.272 10.0 0.734

30 55.5 2.524 11.2 0.816

33 60.9 2.775 12.3 0.897

36 66.2 3.024 13.4 0.979

39 71.3 3.272 14.5 1.060

42 76.2 3.517 15.6 1.142

46 82.4 3.839 17.1 1.250

50 88.3 4.155 18.6 1.359

54 93.8 4.466 20.1 1.468

58 99.1 4.770 21.6 1.577

62 104.1 5.065 23.1 1.685

67 109.9 5.422 24.9 1.821

72 115.1 5.758 26.8 1.957

78 120.7 6.140 29.0 2.120

84 125.6 6.496 31.2 2.283

91 130.6 6.885 33.9 2.474

100 135.9 7.341 37.2 2.718

110 140.5 7.801 40.9 2.990

120 144.6 8.243 44.6 3.262

131 148.7 8.709 48.7 3.561

142 152.8 9.176 52.8 3.860

153 156.9 9.642 56.9 4.159

164 161.0 10.109 61.0 4.458

175 165.1 10.575 65.1 4.757

186 169.0 11.035 69.0 5.056

197 172.7 11.482 72.7 5.355

208 176.0 11.917 76.0 5.654

220 179.3 12.378 79.3 5.980

232 182.2 12.824 82.2 6.307

245 185.0 13.291 85.0 6.660

258 187.3 13.740 87.3 7.013

271 189.3 14.173 89.3 7.367

285 190.9 14.620 90.9 7.747

300 192.1 15.076 92.1 8.155

315 192.7 15.510 92.7 8.563

325 193.0 15.794 93.0 8.835

341 193.0 16.229 93.0 9.270

357 193.0 16.664 93.0 9.705

373 193.0 17.098 93.0 10.140

385 187.4 17.036 91.9 10.248

388 181.9 16.784 90.8 10.167

391 176.3 16.531 89.7 10.085

394 170.8 16.279 88.5 10.004

397 165.2 16.027 87.4 9.922

400 159.6 15.774 86.3 9.841





STATIC ANALYSIS



tons mm tons mm

403 154.1 15.522 85.2 9.759

406 148.5 15.269 84.1 9.678

409 143.0 15.017 83.0 9.596

412 137.5 14.765 81.8 9.514

415 132.1 14.514 80.7 9.433

418 126.8 14.264 79.6 9.351

421 121.7 14.017 78.5 9.270

424 116.8 13.772 77.4 9.188

428 110.6 13.449 75.9 9.079

432 104.7 13.133 74.4 8.971

436 99.2 12.823 72.9 8.862

440 93.9 12.519 71.4 8.753

444 88.9 12.223 69.9 8.645

449 83.1 11.867 68.1 8.509

454 77.9 11.531 66.2 8.373

460 72.3 11.149 64.0 8.210

466 67.4 10.793 61.8 8.046

473 62.4 10.404 59.1 7.856

482 57.1 9.948 55.8 7.612

492 52.5 9.487 52.1 7.340

502 48.4 9.046 48.4 7.068

513 44.3 8.579 44.3 6.769

524 40.2 8.113 40.2 6.470

535 36.1 7.647 36.1 6.171

546 32.0 7.180 32.0 5.872

557 27.9 6.714 27.9 5.573

568 24.0 6.254 24.0 5.274

579 20.3 5.807 20.3 4.975

590 17.0 5.372 17.0 4.676

602 13.7 4.911 13.7 4.349

614 10.8 4.465 10.8 4.023

627 8.0 3.998 8.0 3.670

640 5.7 3.548 5.7 3.316

653 3.7 3.116 3.7 2.963

667 2.1 2.669 2.1 2.582

682 0.9 2.213 0.9 2.175

697 0.3 1.779 0.3 1.767

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c


Pile

0

4

8

12

16

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom















193.0

1 2.1 1.6 4.0 189.0 4.0 2.54 2.13 0.541

2 4.2 3.7 7.1 181.9 11.1 3.39 2.84 0.541

3 6.3 5.8 8.1 173.8 19.2 3.87 3.25 0.541

4 8.3 7.8 7.0 166.8 26.2 3.36 2.81 0.541

5 10.4 9.9 23.0 143.8 49.2 11.02 9.23 0.541

6 12.5 12.0 22.0 121.8 71.2 10.54 8.83 0.541

7 14.6 14.1 20.8 101.0 92.0 9.98 8.36 0.541

Avg. Shaft 13.1 6.52 5.46 0.541

Toe 101.0 890.83 0.921


Quake (mm) 3.500 6.379


Damping Type Smith



















EXTREMA TABLE





1 1.0 205.9 -3.0 0.254 -0.004 2.06 2.2 12.546

2 2.1 210.4 -7.4 0.260 -0.009 2.02 2.2 12.061

3 3.1 209.4 -8.9 0.259 -0.011 1.91 2.2 11.572

4 4.2 217.7 -12.1 0.269 -0.015 1.86 2.1 11.026

5 5.2 213.6 -13.4 0.264 -0.017 1.71 2.0 10.529

6 6.3 216.4 -16.5 0.267 -0.020 1.67 1.9 10.027

7 7.3 211.9 -17.0 0.262 -0.021 1.53 1.8 9.551

8 8.3 223.3 -19.9 0.276 -0.025 1.49 1.7 9.071

9 9.4 220.0 -20.3 0.272 -0.025 1.37 1.6 8.602

10 10.4 222.6 -22.7 0.275 -0.028 1.33 1.6 7.958

11 11.5 196.1 -17.7 0.242 -0.022 1.11 1.5 7.545

12 12.5 202.5 -19.4 0.250 -0.024 1.08 1.4 7.131

13 13.6 178.7 -17.3 0.221 -0.021 0.92 1.3 6.768

14 14.6 181.1 -18.9 0.224 -0.023 0.80 1.3 6.410

Absolute 8.3 0.276 (T = 27.3 ms)

10.4 -0.028 (T = 47.4 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RX 274.3 262.4 250.4 238.5 226.6 214.6 202.7 191.3 187.4 183.6

RU 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RAU = 166.1 (tons); RA2 = 209.8 (tons)




2.21 20.86 142.6 143.6 205.6 12.975 1.033 1.500 2.1 292.6




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194 0.00

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00








3 3.13 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

4 4.17 77.99 -8.24 0.000 0.000 -0.000 0.000 1.194 0.00

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

9 9.39 84.99 0.00 0.000 0.000 -0.260 0.140 1.194 0.00

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00







1 2.1 1.6 4.0 4.6 8.6 5.42 4.54 0.541

2 4.2 3.7 7.1 7.5 14.5 6.97 5.84 0.541

3 6.3 5.8 8.1 7.7 15.7 7.55 6.32 0.541

4 8.3 7.8 7.0 6.0 13.0 6.23 5.22 0.541

5 10.4 9.9 23.0 12.9 35.8 17.19 14.40 0.541

6 12.5 12.0 22.0 8.2 30.2 14.47 12.12 0.541

7 14.6 14.1 20.8 7.2 28.0 13.43 11.25 0.541

Avg. Shaft 13.1 7.7 20.8 10.35 8.67 0.541

Toe 101.0 52.1 153.1 1349.79 0.921

Total 299.0

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

4 5.2 0.265 1.6 0.102

8 10.4 0.529 3.2 0.204

12 15.7 0.794 4.8 0.306

16 20.9 1.058 6.5 0.408

20 26.1 1.323 8.1 0.510

24 31.3 1.588 9.7 0.612

28 36.5 1.852 11.3 0.714

32 41.8 2.117 12.9 0.817

36 47.0 2.381 14.5 0.919

40 52.2 2.646 16.2 1.021





STATIC ANALYSIS



tons mm tons mm

44 57.4 2.911 17.8 1.123

48 62.6 3.175 19.4 1.225

52 67.8 3.439 21.0 1.327

56 72.8 3.702 22.6 1.429

60 77.8 3.965 24.2 1.531

64 82.7 4.226 25.9 1.633

69 88.6 4.550 27.9 1.761

74 94.3 4.871 29.9 1.888

79 99.8 5.189 31.9 2.016

84 105.0 5.501 33.9 2.143

89 110.0 5.807 36.0 2.271

95 115.6 6.167 38.4 2.424

101 120.8 6.515 40.8 2.577

107 125.7 6.852 43.2 2.730

114 130.9 7.231 46.1 2.909

122 136.4 7.648 49.3 3.113

130 141.4 8.048 52.5 3.317

139 146.3 8.475 56.2 3.547

149 151.3 8.934 60.2 3.802

159 155.8 9.374 64.3 4.057

169 160.1 9.805 68.3 4.312

179 164.3 10.230 72.3 4.567

190 168.4 10.680 76.5 4.848

201 172.3 11.117 80.3 5.129

212 175.7 11.541 83.8 5.409

224 179.2 11.988 87.2 5.716

236 182.2 12.419 90.3 6.022

248 184.9 12.834 92.9 6.328

261 187.4 13.266 95.4 6.660

275 189.5 13.711 97.5 7.017

289 191.1 14.134 99.1 7.374

304 192.2 14.563 100.3 7.757

315 192.7 14.862 100.7 8.038

321 192.8 15.019 100.8 8.191

324 192.8 15.096 100.8 8.267

326 193.0 15.155 101.0 8.318

343 193.0 15.589 101.0 8.752

360 193.0 16.023 101.0 9.186

371 193.0 16.304 101.0 9.466

377 193.0 16.457 101.0 9.620

380 193.0 16.533 101.0 9.696

381 193.0 16.559 101.0 9.722

382 193.0 16.584 101.0 9.747

388 187.8 16.320 99.4 9.645

392 182.6 16.055 97.8 9.543





STATIC ANALYSIS



tons mm tons mm

396 177.3 15.791 96.2 9.441

400 172.1 15.526 94.6 9.339

403 168.2 15.327 93.4 9.262

405 165.6 15.195 92.5 9.211

406 164.3 15.129 92.1 9.186

410 159.1 14.864 90.5 9.084

414 153.8 14.600 88.9 8.982

418 148.6 14.335 87.3 8.880

422 143.4 14.071 85.7 8.778

426 138.2 13.806 84.1 8.675

430 133.0 13.542 82.4 8.573

434 127.8 13.277 80.8 8.471

438 122.7 13.013 79.2 8.369

442 117.7 12.751 77.6 8.267

446 112.7 12.489 76.0 8.165

451 106.7 12.164 74.0 8.038

456 100.9 11.841 71.9 7.910

461 95.4 11.522 69.9 7.782

466 90.0 11.208 67.9 7.655

471 85.0 10.899 65.9 7.527

477 79.2 10.536 63.4 7.374

483 73.9 10.184 61.0 7.221

489 68.9 9.844 58.6 7.068

496 63.5 9.460 55.8 6.889

503 58.6 9.091 52.9 6.711

511 53.5 8.685 49.7 6.507

520 48.3 8.250 46.1 6.277

529 43.7 7.832 42.4 6.047

539 38.9 7.385 38.4 5.792

549 34.6 6.951 34.4 5.537

559 30.4 6.525 30.3 5.282

569 26.4 6.107 26.4 5.027

580 22.4 5.664 22.4 4.746

591 18.8 5.234 18.8 4.465

602 15.5 4.818 15.5 4.185

614 12.2 4.379 12.2 3.878

626 9.4 3.955 9.4 3.572

639 6.7 3.515 6.7 3.241

652 4.5 3.093 4.5 2.909

666 2.6 2.659 2.6 2.552

681 1.2 2.219 1.2 2.169

696 0.4 1.803 0.4 1.786

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c


Pile

0

2

4

6

8

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom



Osasco; Pile: E02 - D=38cm H=60cm - qs=4,5; BE 05 - Martelo 3900kg; Blow: 6 (Test: 18-Dec-2013 15:50:) 12-Dec-2014Estacas Benaton Ltda. CAPWAP(R) 2006-3


Osasco; Pile: E02 - D=38cm H=60cm - qs=4,5 Test: 18-Dec-2013 15:50:










193.0

1 2.1 1.6 4.2 188.8 4.2 2.62 2.19 0.760

2 4.2 3.7 7.3 181.6 11.4 3.49 2.92 0.760

3 6.3 5.8 8.3 173.2 19.8 3.99 3.34 0.760

4 8.3 7.8 7.2 166.0 27.0 3.46 2.90 0.760

5 10.4 9.9 14.5 151.6 41.4 6.94 5.82 0.760

6 12.5 12.0 14.5 137.0 56.0 6.97 5.84 0.760

7 14.6 14.1 15.0 122.0 71.0 7.20 6.03 0.760

Avg. Shaft 10.1 5.04 4.22 0.760

Toe 122.0 1075.73 0.907


Quake (mm) 4.500 6.162


Damping Type Smith



















EXTREMA TABLE





1 1.0 206.6 -3.0 0.255 -0.004 2.06 2.2 12.544

2 2.1 210.1 -7.0 0.259 -0.009 2.02 2.2 12.053

3 3.1 207.0 -8.5 0.256 -0.011 1.90 2.2 11.561

4 4.2 216.0 -11.7 0.267 -0.014 1.85 2.1 11.014

5 5.2 211.9 -12.6 0.262 -0.016 1.69 2.0 10.512

6 6.3 216.7 -15.7 0.268 -0.019 1.65 1.9 10.002

7 7.3 208.1 -15.7 0.257 -0.019 1.50 1.8 9.508

8 8.3 217.8 -18.5 0.269 -0.023 1.46 1.7 9.016

9 9.4 214.7 -18.4 0.265 -0.023 1.34 1.6 8.540

10 10.4 219.9 -20.6 0.272 -0.025 1.29 1.5 7.889

11 11.5 203.1 -17.8 0.251 -0.022 1.14 1.5 7.441

12 12.5 208.3 -19.7 0.257 -0.024 1.11 1.4 6.998

13 13.6 193.3 -18.8 0.239 -0.023 0.99 1.3 6.586

14 14.6 197.5 -20.3 0.244 -0.025 0.91 1.2 6.181

Absolute 10.4 0.272 (T = 27.8 ms)

10.4 -0.025 (T = 47.7 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RX 274.3 262.4 250.4 238.5 226.6 214.6 202.7 191.3 187.4 183.6

RU 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RAU = 166.1 (tons); RA2 = 209.8 (tons)




2.21 20.86 142.6 143.6 205.6 12.975 1.033 1.500 2.1 292.6




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194 0.00

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00








3 3.13 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

4 4.17 77.99 -8.24 0.000 0.000 -0.000 0.000 1.194 0.00

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

9 9.39 84.99 0.00 0.000 0.000 -0.260 0.140 1.194 0.00

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00







1 2.1 1.6 4.2 6.4 10.5 6.63 5.55 0.760

2 4.2 3.7 7.3 9.6 16.9 8.09 6.77 0.760

3 6.3 5.8 8.3 9.4 17.8 8.52 7.13 0.760

4 8.3 7.8 7.2 7.0 14.2 6.80 5.70 0.760

5 10.4 9.9 14.5 7.5 22.0 10.56 8.85 0.760

6 12.5 12.0 14.5 6.4 20.9 10.04 8.41 0.760

7 14.6 14.1 15.0 3.8 18.9 9.04 7.58 0.760

Avg. Shaft 10.1 7.2 17.3 8.59 7.20 0.760

Toe 122.0 56.7 178.7 1576.10 0.907

Total 299.9

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

5 5.1 0.290 2.4 0.123

10 10.2 0.580 4.9 0.246

15 15.3 0.870 7.3 0.370

20 20.4 1.160 9.8 0.493

25 25.5 1.450 12.2 0.616

30 30.6 1.739 14.6 0.739

35 35.7 2.029 17.1 0.863

40 40.8 2.319 19.5 0.986

45 45.9 2.609 22.0 1.109

50 51.0 2.899 24.4 1.232





STATIC ANALYSIS



tons mm tons mm

55 56.1 3.189 26.8 1.356

60 61.2 3.479 29.3 1.479

65 66.3 3.769 31.7 1.602

70 71.4 4.059 34.2 1.725

75 76.4 4.348 36.6 1.849

80 81.4 4.637 39.0 1.972

85 86.2 4.924 41.5 2.095

91 92.0 5.268 44.4 2.243

97 97.6 5.610 47.3 2.391

103 103.0 5.949 50.3 2.539

109 108.2 6.285 53.2 2.687

115 113.3 6.618 56.1 2.835

121 118.1 6.946 59.0 2.982

128 123.5 7.323 62.5 3.155

135 128.7 7.695 65.9 3.327

142 133.6 8.059 69.3 3.500

150 139.0 8.467 73.2 3.697

158 144.2 8.868 77.1 3.894

166 149.1 9.262 81.0 4.092

175 154.4 9.698 85.4 4.313

184 159.3 10.119 89.6 4.535

194 164.3 10.567 94.1 4.782

204 168.7 10.995 98.1 5.028

215 173.0 11.443 102.3 5.299

226 176.9 11.872 106.0 5.570

238 180.6 12.319 109.6 5.866

250 183.7 12.743 112.7 6.162

263 186.6 13.182 115.6 6.482

276 188.9 13.597 117.9 6.803

290 190.8 14.019 119.8 7.148

305 192.1 14.443 121.1 7.518

321 192.7 14.862 121.7 7.912

325 193.0 14.971 122.0 8.011

342 193.0 15.390 122.0 8.430

359 193.0 15.809 122.0 8.849

376 193.0 16.228 122.0 9.268

392 187.9 16.160 119.6 9.366

397 182.8 15.870 117.1 9.243

402 177.7 15.580 114.7 9.120

407 172.6 15.290 112.2 8.997

412 167.5 15.000 109.8 8.873

417 162.4 14.711 107.4 8.750

422 157.3 14.421 104.9 8.627

427 152.2 14.131 102.5 8.504

432 147.1 13.841 100.0 8.380





STATIC ANALYSIS



tons mm tons mm

437 142.0 13.551 97.6 8.257

442 136.9 13.261 95.2 8.134

447 131.8 12.971 92.7 8.011

452 126.7 12.681 90.3 7.887

457 121.6 12.391 87.8 7.764

462 116.6 12.102 85.4 7.641

467 111.6 11.813 83.0 7.518

472 106.8 11.526 80.5 7.394

478 101.0 11.182 77.6 7.247

484 95.4 10.840 74.7 7.099

490 90.0 10.501 71.7 6.951

496 84.8 10.165 68.8 6.803

502 79.7 9.832 65.9 6.655

508 74.9 9.504 63.0 6.507

515 69.5 9.127 59.5 6.335

522 64.3 8.755 56.1 6.162

529 59.4 8.391 52.7 5.989

537 54.0 7.983 48.8 5.792

545 48.8 7.582 44.9 5.595

553 43.9 7.188 41.0 5.398

562 38.6 6.752 36.6 5.176

571 33.7 6.331 32.4 4.954

581 28.7 5.883 27.9 4.708

591 24.3 5.455 23.9 4.461

602 20.0 5.007 19.7 4.190

613 16.1 4.578 16.0 3.919

625 12.4 4.131 12.4 3.623

637 9.3 3.707 9.3 3.327

650 6.4 3.269 6.4 3.007

663 4.1 2.853 4.1 2.687

677 2.2 2.431 2.2 2.342

692 0.9 2.007 0.9 1.972

708 0.3 1.588 0.3 1.577

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c


Pile

0

2

4

6

8

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom











Soil Dist. Depth Ru Force Sum Unit Unit Smith Quake



m m tons tons tons tons/m tons/m2 s/m mm

191.3

1 2.1 1.6 6.0 185.3 6.0 3.78 3.17 0.690 5.500

2 4.2 3.7 8.0 177.3 14.0 3.84 3.21 0.690 5.500

3 6.3 5.8 8.3 169.0 22.3 3.99 3.34 0.690 5.500

4 8.3 7.8 11.0 158.0 33.3 5.27 4.42 0.690 5.500

5 10.4 9.9 11.0 147.0 44.3 5.27 4.42 0.690 5.500

6 12.5 12.0 11.0 136.0 55.3 5.27 4.42 0.690 5.309

7 14.6 14.1 11.0 125.0 66.3 5.27 4.42 0.690 4.727

Avg. Shaft 9.5 4.70 3.94 0.690 5.340

Toe 125.0 1102.19 0.918 6.066



Damping Type Smith



















EXTREMA TABLE





1 1.0 206.6 -3.0 0.255 -0.004 2.06 2.2 12.528

2 2.1 210.0 -6.5 0.259 -0.008 2.02 2.2 12.036

3 3.1 204.1 -7.7 0.252 -0.010 1.88 2.2 11.549

4 4.2 213.8 -10.9 0.264 -0.013 1.83 2.1 11.004

5 5.2 209.4 -11.2 0.259 -0.014 1.68 2.0 10.505

6 6.3 213.6 -14.3 0.264 -0.018 1.63 1.9 9.993

7 7.3 204.9 -14.1 0.253 -0.017 1.49 1.9 9.498

8 8.3 215.1 -16.8 0.266 -0.021 1.45 1.8 9.006

9 9.4 208.0 -15.8 0.257 -0.019 1.31 1.6 8.537

10 10.4 213.2 -17.9 0.263 -0.022 1.26 1.6 7.904

11 11.5 200.5 -17.5 0.247 -0.022 1.15 1.5 7.456

12 12.5 206.0 -19.5 0.254 -0.024 1.11 1.4 7.011

13 13.6 197.0 -20.0 0.243 -0.025 1.02 1.3 6.594

14 14.6 200.8 -21.6 0.248 -0.027 0.97 1.2 6.187

Absolute 8.3 0.266 (T = 27.3 ms)

14.6 -0.027 (T = 47.2 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RX 274.3 262.4 250.4 238.5 226.6 214.6 202.7 191.3 187.4 183.6

RU 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RAU = 166.1 (tons); RA2 = 209.8 (tons)




2.21 20.86 142.6 143.6 205.6 12.975 1.033 1.500 2.1 292.6




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194 0.00

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00








3 3.13 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

4 4.17 77.99 -8.24 0.000 0.000 -0.000 0.000 1.194 0.00

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

9 9.39 84.99 0.00 0.000 0.000 -0.260 0.130 1.194 0.00

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00



Soil Dist. Depth Ru Damping Max Total Unit Rt Smith Quake




1 2.1 1.6 6.0 7.2 13.2 8.31 6.96 0.690 5.500

2 4.2 3.7 8.0 7.8 15.8 7.56 6.33 0.690 5.500

3 6.3 5.8 8.3 6.9 15.2 7.30 6.12 0.690 5.500

4 8.3 7.8 11.0 7.3 18.3 8.79 7.36 0.690 5.500

5 10.4 9.9 11.0 5.6 16.6 7.95 6.66 0.690 5.500

6 12.5 12.0 11.0 3.9 14.9 7.13 5.97 0.690 5.309

7 14.6 14.1 11.0 3.1 14.1 6.75 5.65 0.690 4.727

Avg. Shaft 9.5 6.0 15.4 7.66 6.42 0.690 5.340

Toe 125.0 64.3 189.3 1669.29 0.918 6.066

Total 297.3

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

6 5.5 0.328 3.0 0.146

12 11.1 0.655 6.0 0.291

18 16.6 0.983 9.0 0.437

24 22.2 1.310 12.0 0.582

30 27.7 1.638 15.0 0.728

36 33.2 1.965 18.0 0.874

42 38.8 2.293 21.0 1.019

48 44.3 2.620 24.0 1.165

54 49.9 2.948 27.0 1.310

60 55.4 3.275 30.0 1.456





STATIC ANALYSIS



tons mm tons mm

66 60.9 3.603 33.0 1.601

72 66.5 3.930 36.0 1.747

78 72.0 4.258 39.0 1.893

84 77.5 4.585 42.0 2.038

90 83.0 4.912 45.0 2.184

96 88.5 5.239 48.0 2.329

102 93.9 5.565 51.0 2.475

108 99.2 5.891 54.0 2.621

114 104.4 6.215 57.0 2.766

120 109.5 6.537 60.0 2.912

126 114.4 6.858 63.0 3.057

132 119.3 7.177 66.0 3.203

139 124.8 7.546 69.5 3.373

146 130.0 7.910 73.0 3.543

153 135.1 8.270 76.5 3.712

160 139.9 8.625 80.0 3.882

168 145.2 9.025 84.0 4.076

176 150.4 9.419 88.0 4.270

184 155.2 9.803 91.9 4.465

193 160.1 10.218 95.9 4.683

203 165.1 10.659 100.1 4.926

213 169.5 11.080 104.0 5.168

224 173.8 11.522 107.9 5.435

235 177.6 11.941 111.4 5.702

247 181.0 12.373 114.7 5.993

259 183.9 12.783 117.6 6.284

272 186.5 13.203 120.2 6.600

286 188.6 13.629 122.3 6.940

301 190.2 14.056 123.8 7.303

317 191.0 14.479 124.7 7.692

325 191.3 14.687 125.0 7.886

342 191.3 15.099 125.0 8.298

359 191.3 15.512 125.0 8.711

376 191.3 15.924 125.0 9.123

394 185.8 15.839 122.0 9.220

400 180.2 15.512 119.0 9.075

406 174.7 15.184 116.0 8.929

412 169.2 14.857 113.0 8.784

418 163.6 14.529 110.0 8.638

424 158.1 14.202 107.0 8.492

430 152.5 13.874 104.0 8.347

436 147.0 13.547 101.0 8.201

442 141.5 13.219 98.0 8.056

448 135.9 12.892 95.0 7.910

454 130.4 12.564 92.0 7.764





STATIC ANALYSIS



tons mm tons mm

460 124.8 12.237 89.0 7.619

466 119.3 11.909 86.0 7.473

472 113.8 11.582 83.0 7.328

478 108.3 11.254 80.0 7.182

484 102.8 10.928 77.0 7.037

490 97.5 10.601 74.0 6.891

496 92.2 10.276 71.0 6.745

502 87.0 9.952 68.0 6.600

508 81.9 9.629 65.0 6.454

514 76.9 9.309 62.0 6.309

520 72.0 8.990 59.0 6.163

527 66.6 8.621 55.5 5.993

534 61.3 8.256 52.0 5.823

541 56.3 7.897 48.5 5.654

548 51.4 7.542 45.0 5.484

556 46.1 7.142 41.0 5.290

564 40.9 6.747 37.0 5.095

572 36.2 6.364 33.1 4.901

581 31.2 5.949 29.1 4.683

591 26.2 5.508 24.9 4.440

601 21.8 5.087 21.0 4.198

612 17.5 4.645 17.1 3.931

623 13.8 4.226 13.6 3.664

635 10.3 3.794 10.3 3.373

647 7.4 3.384 7.4 3.082

660 4.8 2.964 4.8 2.766

674 2.7 2.538 2.7 2.426

689 1.2 2.110 1.2 2.062

705 0.3 1.688 0.3 1.674

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c


Pile

0

2

4

6

8

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom















193.3

1 2.1 1.6 4.0 189.3 4.0 2.52 2.11 0.764 6.500

2 4.2 3.7 10.0 179.3 14.0 4.79 4.02 0.764 6.500

3 6.3 5.8 10.0 169.3 24.0 4.79 4.02 0.764 6.500

4 8.3 7.8 12.0 157.3 36.0 5.75 4.82 0.764 6.500

5 10.4 9.9 8.0 149.3 44.0 3.84 3.21 0.764 6.500

6 12.5 12.0 8.7 140.6 52.7 4.17 3.49 0.764 5.650

7 14.6 14.1 8.6 132.0 61.3 4.14 3.47 0.764 4.893

Avg. Shaft 8.8 4.35 3.64 0.764 6.153

Toe 132.0 1163.91 0.927 6.172



Damping Type Smith



















EXTREMA TABLE





1 1.0 205.3 -3.0 0.253 -0.004 2.06 2.2 12.589

2 2.1 208.5 -6.5 0.257 -0.008 2.02 2.2 12.095

3 3.1 207.0 -8.5 0.256 -0.011 1.91 2.2 11.601

4 4.2 217.2 -11.8 0.268 -0.015 1.86 2.1 11.050

5 5.2 210.3 -11.3 0.260 -0.014 1.69 2.0 10.549

6 6.3 214.6 -14.3 0.265 -0.018 1.64 2.0 10.036

7 7.3 202.0 -14.0 0.249 -0.017 1.49 1.9 9.539

8 8.3 212.3 -16.6 0.262 -0.020 1.45 1.8 9.048

9 9.4 205.3 -15.8 0.253 -0.020 1.31 1.6 8.582

10 10.4 211.2 -17.9 0.261 -0.022 1.27 1.6 7.951

11 11.5 203.5 -19.1 0.251 -0.024 1.18 1.5 7.498

12 12.5 208.1 -21.1 0.257 -0.026 1.14 1.5 7.048

13 13.6 203.7 -21.8 0.252 -0.027 1.06 1.3 6.618

14 14.6 208.9 -23.4 0.258 -0.029 1.02 1.2 6.197

Absolute 4.2 0.268 (T = 26.3 ms)

14.6 -0.029 (T = 47.2 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RX 274.3 262.4 250.4 238.5 226.6 214.6 202.7 191.3 187.4 183.6

RU 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RAU = 166.1 (tons); RA2 = 209.8 (tons)




2.21 20.86 142.6 143.6 205.6 12.975 1.033 1.500 2.1 292.6




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194 0.00

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00








3 3.13 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

4 4.17 77.99 -8.24 0.000 0.000 -0.000 0.000 1.194 0.00

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

9 9.39 84.99 0.00 0.000 0.000 -0.260 0.130 1.194 0.00

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00







1 2.1 1.6 4.0 5.1 9.1 5.74 4.81 0.764 6.500

2 4.2 3.7 10.0 9.8 19.8 9.49 7.95 0.764 6.500

3 6.3 5.8 10.0 8.1 18.1 8.67 7.26 0.764 6.500

4 8.3 7.8 12.0 6.4 18.4 8.83 7.40 0.764 6.500

5 10.4 9.9 8.0 3.1 11.1 5.32 4.46 0.764 6.500

6 12.5 12.0 8.7 2.9 11.6 5.54 4.64 0.764 5.650

7 14.6 14.1 8.6 2.4 11.0 5.28 4.42 0.764 4.893

Avg. Shaft 8.8 5.4 14.2 7.03 5.89 0.764 6.153

Toe 132.0 68.7 200.7 1769.93 0.927 6.172

Total 299.8

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

6 5.5 0.343 3.3 0.156

12 11.1 0.686 6.7 0.312

18 16.6 1.029 10.0 0.468

24 22.2 1.372 13.3 0.624

30 27.7 1.715 16.7 0.780

36 33.3 2.058 20.0 0.936

42 38.8 2.401 23.4 1.092

48 44.4 2.744 26.7 1.248

54 49.9 3.087 30.0 1.404

60 55.5 3.430 33.4 1.560





STATIC ANALYSIS



tons mm tons mm

66 61.0 3.773 36.7 1.716

72 66.6 4.116 40.0 1.872

78 72.1 4.459 43.4 2.028

84 77.7 4.802 46.7 2.184

90 83.2 5.145 50.0 2.340

96 88.8 5.488 53.4 2.496

102 94.3 5.831 56.7 2.652

108 99.8 6.173 60.1 2.808

114 105.2 6.515 63.4 2.964

120 110.5 6.856 66.7 3.120

126 115.8 7.196 70.1 3.276

132 121.0 7.534 73.4 3.432

138 126.1 7.871 76.7 3.588

144 131.0 8.205 80.1 3.744

151 136.6 8.591 84.0 3.926

158 142.0 8.972 87.9 4.108

165 147.2 9.350 91.7 4.290

172 152.2 9.721 95.6 4.472

180 157.4 10.130 99.7 4.680

189 162.8 10.572 104.0 4.914

198 167.6 10.996 108.1 5.148

208 172.4 11.446 112.2 5.408

218 176.6 11.874 115.9 5.668

229 180.6 12.320 119.5 5.954

240 183.9 12.742 122.7 6.240

252 186.9 13.176 125.6 6.552

265 189.4 13.617 128.1 6.890

278 191.3 14.031 130.0 7.228

292 192.5 14.447 131.2 7.592

307 193.1 14.857 131.7 7.982

309 193.3 14.920 132.0 8.034

325 193.3 15.336 132.0 8.450

341 193.3 15.752 132.0 8.866

357 193.3 16.168 132.0 9.282

374 187.8 16.059 128.7 9.360

380 182.2 15.716 125.3 9.204

386 176.7 15.373 122.0 9.048

392 171.1 15.030 118.7 8.892

398 165.6 14.687 115.3 8.736

404 160.0 14.344 112.0 8.580

410 154.5 14.001 108.6 8.424

416 148.9 13.658 105.3 8.268

422 143.4 13.315 102.0 8.112

428 137.8 12.972 98.6 7.956

434 132.3 12.629 95.3 7.800





STATIC ANALYSIS



tons mm tons mm

440 126.7 12.286 92.0 7.644

446 121.2 11.943 88.6 7.488

452 115.6 11.600 85.3 7.332

458 110.1 11.257 82.0 7.176

464 104.5 10.914 78.6 7.020

470 99.0 10.572 75.3 6.864

476 93.6 10.229 71.9 6.708

482 88.1 9.887 68.6 6.552

488 82.8 9.546 65.3 6.396

494 77.5 9.207 61.9 6.240

500 72.3 8.868 58.6 6.084

506 67.3 8.531 55.3 5.928

512 62.3 8.198 51.9 5.772

519 56.7 7.812 48.0 5.590

526 51.3 7.430 44.1 5.408

533 46.1 7.052 40.3 5.226

540 41.1 6.681 36.4 5.044

548 35.9 6.272 32.3 4.836

557 30.6 5.830 28.0 4.602

566 25.7 5.406 23.9 4.368

576 21.0 4.957 19.8 4.108

586 16.7 4.528 16.1 3.848

597 12.8 4.082 12.5 3.562

608 9.4 3.660 9.3 3.276

620 6.4 3.226 6.4 2.964

633 3.9 2.786 3.9 2.626

646 2.0 2.372 2.0 2.288

660 0.8 1.956 0.8 1.924

675 0.3 1.545 0.3 1.534

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c


Pile

0

2

4

6

8

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom















184.2

1 2.1 1.6 7.0 177.2 7.0 4.41 3.70 1.149 7.500

2 4.2 3.7 7.0 170.2 14.0 3.36 2.81 1.149 7.500

3 6.3 5.8 6.5 163.7 20.5 3.12 2.61 1.149 7.500

4 8.3 7.8 6.0 157.7 26.5 2.88 2.41 1.149 7.168

5 10.4 9.9 6.9 150.8 33.4 3.29 2.76 1.149 6.435

6 12.5 12.0 7.4 143.4 40.7 3.53 2.96 1.149 5.525

7 14.6 14.1 8.6 134.8 49.3 4.11 3.44 1.149 4.580

Avg. Shaft 7.0 3.50 2.93 1.149 6.509

Toe 134.8 1189.04 0.963 5.932



Damping Type Smith



















EXTREMA TABLE





1 1.0 204.8 -3.0 0.253 -0.004 2.06 2.2 12.580

2 2.1 208.4 -6.8 0.257 -0.008 2.02 2.2 12.084

3 3.1 196.9 -7.7 0.243 -0.009 1.85 2.2 11.595

4 4.2 208.4 -10.8 0.257 -0.013 1.81 2.1 11.052

5 5.2 205.6 -11.6 0.254 -0.014 1.66 2.0 10.549

6 6.3 210.3 -14.6 0.260 -0.018 1.61 2.0 10.034

7 7.3 201.0 -15.5 0.248 -0.019 1.49 1.9 9.531

8 8.3 212.0 -18.0 0.262 -0.022 1.45 1.8 9.039

9 9.4 213.1 -18.8 0.263 -0.023 1.35 1.6 8.556

10 10.4 218.8 -20.9 0.270 -0.026 1.30 1.6 7.910

11 11.5 210.8 -21.4 0.260 -0.026 1.21 1.5 7.442

12 12.5 215.3 -23.3 0.266 -0.029 1.17 1.4 6.978

13 13.6 212.4 -23.5 0.262 -0.029 1.09 1.3 6.532

14 14.6 217.2 -25.1 0.268 -0.031 1.04 1.2 6.102

Absolute 10.4 0.270 (T = 27.8 ms)

14.6 -0.031 (T = 47.4 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RX 274.3 262.4 250.4 238.5 226.6 214.6 202.7 191.3 187.4 183.6

RU 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RAU = 166.1 (tons); RA2 = 209.8 (tons)




2.21 20.86 142.6 143.6 205.6 12.975 1.033 1.500 2.1 292.6




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194 0.00

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00








3 3.13 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

4 4.17 77.99 -8.24 0.000 0.000 -0.000 0.000 1.194 0.00

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

9 9.39 84.99 0.00 0.000 0.000 -0.260 0.130 1.194 0.00

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00







1 2.1 1.6 7.0 11.7 18.7 11.76 9.85 1.149 7.500

2 4.2 3.7 7.0 9.5 16.5 7.90 6.62 1.149 7.500

3 6.3 5.8 6.5 6.9 13.4 6.41 5.37 1.149 7.500

4 8.3 7.8 6.0 5.3 11.3 5.40 4.53 1.149 7.168

5 10.4 9.9 6.9 4.0 10.9 5.22 4.37 1.149 6.435

6 12.5 12.0 7.4 3.8 11.1 5.34 4.48 1.149 5.525

7 14.6 14.1 8.6 3.5 12.1 5.81 4.87 1.149 4.580

Avg. Shaft 7.0 6.4 13.4 6.66 5.58 1.149 6.509

Toe 134.8 72.7 207.5 1829.87 0.963 5.932

Total 301.4

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

5 5.1 0.328 3.4 0.150

10 10.1 0.655 6.8 0.300

15 15.2 0.983 10.2 0.450

20 20.2 1.310 13.6 0.600

25 25.3 1.638 17.0 0.750

30 30.3 1.966 20.5 0.900

35 35.4 2.293 23.9 1.050

40 40.4 2.621 27.3 1.200

45 45.5 2.948 30.7 1.350

50 50.5 3.276 34.1 1.500





STATIC ANALYSIS



tons mm tons mm

55 55.6 3.603 37.5 1.650

60 60.6 3.931 40.9 1.800

65 65.7 4.259 44.3 1.950

70 70.7 4.586 47.7 2.100

75 75.8 4.914 51.1 2.250

80 80.8 5.241 54.6 2.400

85 85.9 5.569 58.0 2.550

90 90.9 5.897 61.4 2.700

95 96.0 6.224 64.8 2.850

100 101.0 6.551 68.2 3.000

105 106.0 6.878 71.6 3.150

110 110.9 7.205 75.0 3.300

115 115.8 7.531 78.4 3.450

120 120.6 7.855 81.8 3.600

125 125.3 8.176 85.2 3.750

130 129.9 8.496 88.7 3.900

136 135.4 8.877 92.7 4.080

142 140.6 9.253 96.8 4.260

148 145.5 9.618 100.6 4.440

155 150.8 10.029 104.9 4.650

162 155.6 10.425 108.8 4.860

170 160.6 10.858 113.0 5.100

178 165.0 11.271 116.8 5.340

187 169.3 11.712 120.6 5.610

196 173.0 12.130 124.0 5.880

206 176.4 12.566 127.2 6.180

216 179.1 12.975 129.8 6.480

227 181.3 13.395 132.0 6.810

239 182.9 13.822 133.6 7.170

252 183.8 14.246 134.5 7.560

258 184.2 14.442 134.8 7.740

272 184.2 14.862 134.8 8.160

286 184.2 15.282 134.8 8.580

300 184.2 15.702 134.8 9.000

314 179.1 15.584 131.4 9.060

319 174.1 15.257 128.0 8.910

324 169.0 14.929 124.6 8.760

329 164.0 14.601 121.2 8.610

334 158.9 14.274 117.8 8.460

339 153.9 13.946 114.4 8.310

344 148.8 13.619 111.0 8.160

349 143.7 13.291 107.6 8.010

354 138.7 12.964 104.2 7.860

359 133.6 12.636 100.8 7.710

364 128.6 12.308 97.3 7.560





STATIC ANALYSIS



tons mm tons mm

369 123.5 11.981 93.9 7.410

374 118.5 11.653 90.5 7.260

379 113.4 11.326 87.1 7.110

384 108.4 10.998 83.7 6.960

389 103.3 10.670 80.3 6.810

394 98.3 10.343 76.9 6.660

399 93.2 10.015 73.5 6.510

404 88.2 9.688 70.1 6.360

409 83.2 9.360 66.7 6.210

414 78.2 9.033 63.2 6.060

419 73.2 8.707 59.8 5.910

424 68.4 8.381 56.4 5.760

429 63.6 8.057 53.0 5.610

434 58.8 7.735 49.6 5.460

439 54.2 7.416 46.2 5.310

445 48.8 7.035 42.1 5.130

451 43.5 6.659 38.1 4.950

457 38.6 6.294 34.2 4.770

464 33.4 5.883 30.0 4.560

471 28.5 5.487 26.0 4.350

479 23.6 5.054 21.9 4.110

487 19.2 4.641 18.1 3.870

496 14.8 4.199 14.2 3.600

505 11.1 3.782 10.9 3.330

515 7.7 3.346 7.7 3.030

525 5.1 2.937 5.1 2.730

536 2.8 2.516 2.8 2.400

548 1.2 2.090 1.2 2.040

561 0.4 1.666 0.4 1.650

0 90

-50

0

50

100

ms

tons

19 L/c

Force MsdForce Cpt

0 90

-50

0

50

100

ms

tons

19 L/c


Pile

0

2

4

6

8

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom


Offset out of range

Offset line













118.0

1 2.1 1.6 2.8 115.2 2.8 1.77 1.48 1.237 0.868

2 4.2 3.7 6.5 108.7 9.3 3.12 2.61 1.237 0.868

3 6.3 5.8 5.8 102.9 15.1 2.78 2.33 1.237 0.868

4 8.3 7.8 6.0 96.9 21.1 2.88 2.41 1.237 0.868

5 10.4 9.9 11.0 85.9 32.1 5.27 4.42 1.237 0.868

6 12.5 12.0 11.8 74.1 43.9 5.68 4.76 1.237 0.790

7 14.6 14.1 16.2 57.8 60.2 7.78 6.51 1.237 0.256

Avg. Shaft 8.6 4.27 3.57 1.237 0.688

Toe 57.8 510.00 1.147 1.112
















max. Energy (EMX) = 0.26 tonne-m;max. Measured Top Displ. (DMX)= 4.35 mm





EXTREMA TABLE





1 1.0 93.1 -3.3 0.115 -0.004 0.26 0.5 4.154

2 2.1 95.9 -3.3 0.118 -0.004 0.25 0.5 3.907

3 3.1 94.1 -3.0 0.116 -0.004 0.23 0.5 3.654

4 4.2 94.3 -3.1 0.116 -0.004 0.22 0.5 3.394

5 5.2 86.5 -2.7 0.107 -0.003 0.18 0.5 3.142

6 6.3 90.0 -3.0 0.111 -0.004 0.17 0.4 2.882

7 7.3 89.5 -2.9 0.111 -0.004 0.14 0.4 2.629

8 8.3 93.0 -3.6 0.115 -0.004 0.13 0.4 2.386

9 9.4 88.3 -3.8 0.109 -0.005 0.11 0.4 2.161

10 10.4 87.5 -4.5 0.108 -0.006 0.10 0.3 1.931

11 11.5 75.6 -4.7 0.093 -0.006 0.08 0.3 1.717

12 12.5 78.0 -5.0 0.096 -0.006 0.07 0.2 1.495

13 13.6 70.0 -5.5 0.086 -0.007 0.05 0.2 1.302

14 14.6 70.8 -5.6 0.087 -0.007 0.04 0.3 1.118

Absolute 2.1 0.118 (T = 26.8 ms)

14.6 -0.007 (T = 44.4 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 99.3 97.4 95.4 93.4 91.5 89.5 87.5 85.6 83.6 81.6

RX 113.6 111.7 109.9 108.1 106.4 104.6 102.9 101.2 99.4 97.8

RU 99.3 97.4 95.4 93.4 91.5 89.5 87.5 85.6 83.6 81.6

RAU = 52.1 (tons); RA2 = 99.3 (tons)




0.58 21.35 49.3 69.7 91.5 4.352 -0.109 0.100 0.3 121.4




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2

Segmnt Dist. Impedance Imped. Tension Compression Perim.

Number B.G. Change Slack Eff. Slack Eff.

m tons/m/s % tons mm m

1 1.04 84.99 0.00 0.000 1.000 -0.000 0.000 1.194

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194








14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194







1 2.1 1.6 2.8 1.6 4.4 2.79 2.33 1.237 0.868

2 4.2 3.7 6.5 3.0 9.5 4.55 3.81 1.237 0.868

3 6.3 5.8 5.8 2.5 8.3 3.98 3.33 1.237 0.868

4 8.3 7.8 6.0 2.0 8.0 3.84 3.22 1.237 0.868

5 10.4 9.9 11.0 2.1 13.1 6.26 5.25 1.237 0.868

6 12.5 12.0 11.8 -0.2 11.7 5.59 4.68 1.237 0.790

7 14.6 14.1 16.2 -0.3 15.9 7.62 6.38 1.237 0.256

Avg. Shaft 8.6 1.5 10.1 5.02 4.21 1.237 0.688

Toe 57.8 0.9 58.7 517.69 1.147 1.112

Total 129.5

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

3 4.3 0.134 0.7 0.014

6 8.5 0.268 1.5 0.029

9 12.8 0.402 2.2 0.043

12 17.1 0.536 3.0 0.058

15 21.4 0.670 3.7 0.072

18 25.6 0.803 4.5 0.086

21 29.8 0.937 5.2 0.101

24 33.9 1.070 6.0 0.115

27 37.9 1.201 6.7 0.130

30 41.6 1.330 7.5 0.144

33 45.1 1.456 8.2 0.158

36 48.4 1.580 9.0 0.173

39 51.4 1.700 9.7 0.187

43 55.2 1.850 10.7 0.206

47 58.5 1.989 11.7 0.226





STATIC ANALYSIS



tons mm tons mm

51 61.5 2.117 12.7 0.245

56 64.9 2.264 14.0 0.269

62 68.4 2.421 15.5 0.298

69 71.7 2.579 17.2 0.331

76 74.7 2.727 19.0 0.365

84 77.9 2.884 21.0 0.403

92 80.8 3.035 23.0 0.441

100 83.6 3.180 25.0 0.480

109 86.4 3.336 27.2 0.523

118 89.0 3.485 29.5 0.566

127 91.6 3.631 31.7 0.609

136 94.0 3.773 33.9 0.653

146 96.6 3.925 36.4 0.701

156 99.1 4.075 38.9 0.749

166 101.6 4.225 41.4 0.797

176 103.9 4.368 43.7 0.845

187 106.3 4.517 46.1 0.897

199 108.6 4.669 48.4 0.955

211 110.6 4.811 50.5 1.012

224 112.6 4.953 52.4 1.075

239 114.5 5.101 54.3 1.147

256 116.1 5.250 55.9 1.228

276 117.3 5.397 57.2 1.324

301 117.9 5.539 57.7 1.444

302 118.0 5.549 57.8 1.449

327 113.7 5.511 57.1 1.531

330 109.5 5.377 56.3 1.516

333 105.2 5.243 55.6 1.502

336 100.9 5.109 54.8 1.488

339 96.6 4.975 54.1 1.473

342 92.4 4.841 53.3 1.459

345 88.2 4.708 52.6 1.444

348 84.1 4.575 51.8 1.430

351 80.1 4.444 51.1 1.416

354 76.4 4.315 50.4 1.401

357 72.9 4.188 49.6 1.387

360 69.6 4.064 48.9 1.372

363 66.6 3.944 48.1 1.358

367 62.8 3.795 47.1 1.339

371 59.5 3.655 46.1 1.320

375 56.5 3.528 45.1 1.300

380 53.1 3.380 43.9 1.276

386 49.6 3.223 42.4 1.248

393 46.3 3.066 40.6 1.214

400 43.3 2.918 38.9 1.180





STATIC ANALYSIS



tons mm tons mm

408 40.1 2.761 36.9 1.142

416 37.2 2.610 34.9 1.104

424 34.4 2.464 32.9 1.065

433 31.6 2.309 30.6 1.022

442 29.0 2.160 28.4 0.979

451 26.4 2.014 26.1 0.936

460 24.0 1.872 23.9 0.893

470 21.4 1.720 21.4 0.845

480 18.9 1.570 18.9 0.797

490 16.4 1.420 16.4 0.749

500 14.1 1.277 14.1 0.701

511 11.7 1.128 11.7 0.648

523 9.4 0.975 9.4 0.590

535 7.4 0.833 7.4 0.533

548 5.4 0.692 5.4 0.470

563 3.5 0.543 3.5 0.398

580 1.9 0.395 1.9 0.317

600 0.7 0.248 0.7 0.221

622 0.1 0.120 0.1 0.115

5 105

-80

0

80

160

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-80

0

80

160

ms

tons

24 L/c


Pile

0

5

10

15

20

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom


Offset out of range

Offset line













154.2

1 2.1 1.6 2.8 151.4 2.8 1.77 1.48 1.136 0.868

2 4.2 3.7 6.5 144.9 9.3 3.12 2.61 1.136 0.868

3 6.3 5.8 5.8 139.1 15.1 2.78 2.33 1.136 0.868

4 8.3 7.8 6.0 133.1 21.1 2.88 2.41 1.136 0.868

5 10.4 9.9 11.0 122.1 32.1 5.27 4.42 1.136 0.868

6 12.5 12.0 13.0 109.1 45.1 6.23 5.22 1.136 0.868

7 14.6 14.1 35.6 73.5 80.7 17.08 14.31 1.136 0.562

Avg. Shaft 11.5 5.73 4.80 1.136 0.733

Toe 73.5 647.91 1.313 1.773



Damping Type Smith



















EXTREMA TABLE





1 1.0 131.4 -3.0 0.162 -0.004 0.62 1.1 6.447

2 2.1 134.8 -6.3 0.166 -0.008 0.60 1.0 6.081

3 3.1 134.9 -8.5 0.167 -0.011 0.55 1.0 5.717

4 4.2 137.4 -10.5 0.170 -0.013 0.52 0.9 5.301

5 5.2 131.1 -12.2 0.162 -0.015 0.45 0.9 4.934

6 6.3 135.2 -14.5 0.167 -0.018 0.43 0.8 4.553

7 7.3 131.2 -16.0 0.162 -0.020 0.37 0.7 4.181

8 8.3 135.0 -18.1 0.167 -0.022 0.35 0.7 3.807

9 9.4 129.0 -19.1 0.159 -0.024 0.30 0.6 3.453

10 10.4 130.4 -20.1 0.161 -0.025 0.28 0.5 3.039

11 11.5 120.0 -19.5 0.148 -0.024 0.22 0.5 2.705

12 12.5 124.8 -19.8 0.154 -0.024 0.20 0.4 2.368

13 13.6 114.2 -18.5 0.141 -0.023 0.16 0.4 2.070

14 14.6 114.9 -18.5 0.142 -0.023 0.10 0.4 1.779

Absolute 4.2 0.170 (T = 29.1 ms)

10.4 -0.025 (T = 45.7 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 109.8 107.7 105.6 103.5 101.4 99.3 97.2 95.1 93.0 90.9

RX 167.0 162.9 159.4 156.1 152.8 149.4 146.1 142.9 139.8 136.7

RU 109.8 107.7 105.6 103.5 101.4 99.3 97.2 95.1 93.0 90.9

RAU = 107.1 (tons); RA2 = 108.4 (tons)




1.12 20.86 64.9 65.9 130.3 6.850 0.218 0.100 0.6 184.3




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194








4 4.17 75.99 -10.59 0.000 0.000 -0.000 0.000 1.194

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

9 9.39 84.99 0.00 0.000 0.000 -0.130 0.110 1.194

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194







1 2.1 1.6 2.8 3.2 6.0 3.77 3.16 1.136 0.868

2 4.2 3.7 6.5 6.2 12.7 6.07 5.08 1.136 0.868

3 6.3 5.8 5.8 4.8 10.6 5.06 4.24 1.136 0.868

4 8.3 7.8 6.0 3.9 9.9 4.76 3.98 1.136 0.868

5 10.4 9.9 11.0 5.0 16.0 7.69 6.44 1.136 0.868

6 12.5 12.0 13.0 4.0 17.0 8.16 6.84 1.136 0.868

7 14.6 14.1 35.6 0.7 36.3 17.43 14.60 1.136 0.562

Avg. Shaft 11.5 4.0 15.5 7.70 6.45 1.136 0.733

Toe 73.5 5.2 78.7 694.06 1.313 1.773

Total 187.2

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

2 5.6 0.176 0.8 0.020

4 11.2 0.352 1.7 0.041

6 16.8 0.529 2.5 0.061

8 22.4 0.705 3.4 0.081

10 28.0 0.881 4.2 0.102

12 33.4 1.056 5.1 0.122

14 38.6 1.229 5.9 0.142

16 43.3 1.398 6.7 0.163

18 47.7 1.562 7.6 0.183

20 51.7 1.721 8.4 0.203

22 55.6 1.877 9.3 0.224





STATIC ANALYSIS



tons mm tons mm

25 61.0 2.102 10.5 0.254

28 66.1 2.323 11.8 0.284

31 71.0 2.536 13.1 0.315

34 75.5 2.741 14.3 0.345

37 80.0 2.943 15.6 0.376

40 84.2 3.139 16.8 0.406

43 88.1 3.322 18.1 0.437

47 92.6 3.540 19.8 0.478

51 96.6 3.742 21.5 0.518

56 101.0 3.970 23.6 0.569

61 104.8 4.173 25.7 0.620

67 108.4 4.382 28.2 0.681

74 111.9 4.595 31.2 0.752

82 115.3 4.814 34.5 0.833

90 118.6 5.033 37.9 0.914

98 122.0 5.252 41.3 0.996

106 125.4 5.471 44.6 1.077

114 128.7 5.690 48.0 1.158

122 132.1 5.909 51.4 1.240

130 135.3 6.123 54.6 1.321

138 138.3 6.325 57.6 1.402

147 141.3 6.541 60.6 1.494

156 144.0 6.743 63.3 1.585

166 146.7 6.952 65.9 1.687

177 149.1 7.163 68.4 1.798

189 151.2 7.371 70.5 1.920

203 152.9 7.583 72.2 2.062

219 153.9 7.786 73.2 2.225

227 154.2 7.880 73.5 2.306

240 148.6 7.795 72.6 2.377

242 143.0 7.619 71.8 2.357

244 137.4 7.443 71.0 2.337

246 131.8 7.267 70.1 2.316

248 126.2 7.091 69.3 2.296

250 120.8 6.915 68.4 2.276

252 115.7 6.743 67.6 2.256

254 110.9 6.574 66.7 2.235

256 106.5 6.410 65.9 2.215

258 102.5 6.251 65.1 2.195

260 98.6 6.095 64.2 2.174

263 93.3 5.869 63.0 2.144

266 88.1 5.649 61.7 2.113

269 83.2 5.436 60.4 2.083

272 78.7 5.230 59.2 2.052

275 74.3 5.029 57.9 2.022





STATIC ANALYSIS



tons mm tons mm

278 70.0 4.833 56.6 1.991

281 66.1 4.650 55.4 1.961

285 61.7 4.431 53.7 1.920

289 57.6 4.230 52.0 1.880

294 53.2 4.002 49.9 1.829

299 49.5 3.799 47.8 1.778

305 45.8 3.589 45.3 1.717

312 42.3 3.377 42.3 1.646

320 39.0 3.158 39.0 1.565

328 35.6 2.939 35.6 1.483

336 32.2 2.720 32.2 1.402

344 28.8 2.501 28.8 1.321

352 25.5 2.282 25.5 1.240

360 22.1 2.063 22.1 1.158

368 18.9 1.849 18.9 1.077

376 15.9 1.646 15.9 0.996

385 12.9 1.431 12.9 0.904

394 10.2 1.228 10.2 0.813

404 7.5 1.019 7.5 0.711

415 5.1 0.808 5.1 0.599

427 3.0 0.601 3.0 0.478

441 1.3 0.389 1.3 0.335

457 0.3 0.186 0.3 0.173

5 105

-80

0

80

160

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-80

0

80

160

ms

tons

24 L/c


Pile

0

8

16

24

32

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom


Offset out of range

Offset line













184.6

1 2.1 1.6 2.8 181.8 2.8 1.77 1.48 1.212

2 4.2 3.7 6.5 175.3 9.3 3.12 2.61 1.212

3 6.3 5.8 5.8 169.5 15.1 2.78 2.33 1.212

4 8.3 7.8 6.0 163.5 21.1 2.88 2.41 1.212

5 10.4 9.9 11.0 152.5 32.1 5.27 4.42 1.212

6 12.5 12.0 13.0 139.5 45.1 6.23 5.22 1.212

7 14.6 14.1 55.0 84.5 100.1 26.37 22.09 1.212

Avg. Shaft 14.3 7.10 5.95 1.212

Toe 84.5 744.72 0.621


Quake (mm) 0.868 2.700


Damping Type Smith


















EXTREMA TABLE





1 1.0 158.4 -3.9 0.196 -0.005 1.03 1.5 8.322

2 2.1 162.4 -8.2 0.201 -0.010 1.00 1.5 7.897

3 3.1 160.5 -12.1 0.198 -0.015 0.92 1.4 7.467

4 4.2 168.5 -16.0 0.208 -0.020 0.88 1.3 6.973

5 5.2 162.2 -19.1 0.200 -0.024 0.77 1.2 6.538

6 6.3 171.2 -22.9 0.211 -0.028 0.74 1.2 6.092

7 7.3 167.1 -24.4 0.206 -0.030 0.64 1.1 5.657

8 8.3 172.1 -25.9 0.212 -0.032 0.61 1.0 5.224

9 9.4 164.6 -26.1 0.203 -0.032 0.54 0.9 4.809

10 10.4 166.5 -26.4 0.206 -0.033 0.50 0.8 4.265

11 11.5 155.5 -25.1 0.192 -0.031 0.41 0.8 3.864

12 12.5 159.9 -25.1 0.197 -0.031 0.38 0.7 3.460

13 13.6 146.8 -23.0 0.181 -0.028 0.31 0.7 3.096

14 14.6 148.8 -22.8 0.184 -0.028 0.17 0.6 2.735

Absolute 8.3 0.212 (T = 27.3 ms)

10.4 -0.033 (T = 44.7 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 148.1 144.4 140.7 136.9 133.2 129.5 125.8 122.0 118.3 114.6

RX 209.8 203.6 197.4 191.8 186.7 181.6 176.5 171.4 166.3 162.6

RU 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

RAU = 138.2 (tons); RA2 = 202.8 (tons)




1.49 20.86 91.9 93.5 151.9 8.740 -0.763 0.100 1.1 238.0




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.900 1.000 -0.000 0.000 1.194

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194








4 4.17 75.99 -10.59 0.000 0.000 -0.000 0.000 1.194

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

9 9.39 84.99 0.00 0.000 0.000 -0.230 0.150 1.194

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194







1 2.1 1.6 2.8 4.8 7.6 4.81 4.03 1.212

2 4.2 3.7 6.5 9.4 15.9 7.61 6.37 1.212

3 6.3 5.8 5.8 7.6 13.4 6.42 5.38 1.212

4 8.3 7.8 6.0 6.9 12.9 6.17 5.17 1.212

5 10.4 9.9 11.0 9.0 20.0 9.61 8.05 1.212

6 12.5 12.0 13.0 7.5 20.5 9.83 8.24 1.212

7 14.6 14.1 55.0 9.0 64.0 30.68 25.70 1.212

Avg. Shaft 14.3 7.7 22.0 10.94 9.17 1.212

Toe 84.5 4.5 89.0 784.57 0.621

Total 243.3

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

2 5.5 0.174 0.7 0.022

4 11.0 0.349 1.4 0.043

6 16.5 0.523 2.0 0.065

8 22.1 0.698 2.7 0.086

10 27.6 0.872 3.4 0.108

12 32.9 1.046 4.1 0.130

14 38.0 1.217 4.7 0.151

16 42.7 1.384 5.4 0.173

19 49.0 1.625 6.4 0.205

22 54.8 1.858 7.4 0.238

25 60.1 2.082 8.4 0.270





STATIC ANALYSIS



tons mm tons mm

28 65.1 2.300 9.5 0.302

31 69.9 2.510 10.5 0.335

35 75.8 2.779 11.8 0.378

39 81.4 3.041 13.2 0.421

43 86.7 3.291 14.5 0.464

47 91.5 3.527 15.9 0.508

51 96.2 3.759 17.2 0.551

56 101.9 4.042 18.9 0.605

61 107.2 4.311 20.6 0.659

66 111.8 4.553 22.3 0.713

72 116.8 4.823 24.3 0.778

79 122.0 5.111 26.7 0.853

87 127.1 5.405 29.4 0.940

96 131.7 5.692 32.4 1.037

106 135.9 5.970 35.8 1.145

117 139.6 6.241 39.5 1.264

128 143.3 6.512 43.2 1.382

139 147.1 6.783 47.0 1.501

150 150.8 7.053 50.7 1.620

161 154.5 7.324 54.4 1.739

172 158.2 7.595 58.1 1.858

183 161.8 7.863 61.7 1.976

195 165.5 8.142 65.4 2.106

207 168.8 8.408 68.7 2.236

220 172.1 8.681 72.0 2.376

234 175.2 8.958 75.1 2.527

249 178.0 9.235 77.9 2.689

265 180.4 9.507 80.3 2.862

282 182.4 9.771 82.3 3.046

301 183.8 10.034 83.7 3.251

323 184.4 10.297 84.3 3.488

325 184.6 10.325 84.5 3.510

338 179.0 10.248 83.8 3.586

340 173.5 10.074 83.1 3.564

342 168.0 9.899 82.4 3.542

344 162.5 9.725 81.8 3.521

346 157.0 9.550 81.1 3.499

348 151.6 9.377 80.4 3.478

350 146.5 9.206 79.7 3.456

352 141.9 9.039 79.1 3.434

355 135.5 8.797 78.0 3.402

358 129.8 8.564 77.0 3.370

361 124.5 8.341 76.0 3.337

364 119.4 8.123 75.0 3.305

367 114.7 7.913 74.0 3.272





STATIC ANALYSIS



tons mm tons mm

371 108.8 7.643 72.6 3.229

375 103.1 7.382 71.3 3.186

379 97.9 7.132 69.9 3.143

383 93.0 6.895 68.6 3.100

387 88.3 6.664 67.2 3.056

392 82.7 6.380 65.5 3.002

397 77.4 6.112 63.9 2.948

402 72.7 5.869 62.2 2.894

408 67.7 5.600 60.1 2.830

415 62.5 5.311 57.8 2.754

423 57.4 5.017 55.1 2.668

432 52.8 4.730 52.0 2.570

442 48.6 4.452 48.6 2.462

453 44.9 4.181 44.9 2.344

464 41.2 3.911 41.2 2.225

475 37.5 3.640 37.5 2.106

486 33.8 3.369 33.8 1.987

497 30.1 3.098 30.1 1.868

508 26.4 2.827 26.4 1.750

519 22.7 2.560 22.7 1.631

531 19.1 2.281 19.1 1.501

543 15.7 2.014 15.7 1.372

556 12.5 1.741 12.5 1.231

570 9.4 1.464 9.4 1.080

585 6.6 1.187 6.6 0.918

601 4.2 0.915 4.2 0.745

618 2.2 0.652 2.2 0.562

637 0.8 0.389 0.8 0.356

653 0.2 0.193 0.2 0.184

5 105

-100

0

100

200

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-100

0

100

200

ms

tons

24 L/c


Pile

0

8

16

24

32

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom


Offset out of range

Offset line













193.0

1 2.1 1.6 2.8 190.2 2.8 1.77 1.48 0.720

2 4.2 3.7 6.5 183.7 9.3 3.12 2.61 0.720

3 6.3 5.8 5.8 177.9 15.1 2.78 2.33 0.720

4 8.3 7.8 6.0 171.9 21.1 2.88 2.41 0.720

5 10.4 9.9 11.0 160.9 32.1 5.27 4.42 0.720

6 12.5 12.0 13.0 147.9 45.1 6.23 5.22 0.720

7 14.6 14.1 55.0 92.9 100.1 26.37 22.09 0.720

Avg. Shaft 14.3 7.10 5.95 0.720

Toe 92.9 819.14 0.579


Quake (mm) 0.868 3.432


Damping Type Smith


















EXTREMA TABLE





1 1.0 165.2 -4.0 0.204 -0.005 1.22 1.6 9.402

2 2.1 169.2 -9.2 0.209 -0.011 1.19 1.6 8.957

3 3.1 168.9 -11.5 0.209 -0.014 1.11 1.6 8.520

4 4.2 174.8 -14.8 0.216 -0.018 1.08 1.5 8.022

5 5.2 170.6 -17.1 0.211 -0.021 0.96 1.4 7.575

6 6.3 180.2 -19.8 0.223 -0.024 0.92 1.4 7.113

7 7.3 182.2 -21.2 0.225 -0.026 0.83 1.3 6.658

8 8.3 189.9 -23.6 0.234 -0.029 0.79 1.2 6.205

9 9.4 183.8 -24.7 0.227 -0.030 0.71 1.1 5.768

10 10.4 183.7 -26.9 0.227 -0.033 0.67 1.0 5.113

11 11.5 169.2 -26.8 0.209 -0.033 0.57 0.9 4.678

12 12.5 175.0 -28.7 0.216 -0.035 0.53 0.8 4.235

13 13.6 164.1 -26.7 0.203 -0.033 0.44 0.8 3.831

14 14.6 165.8 -27.0 0.205 -0.033 0.25 0.7 3.434

Absolute 8.3 0.234 (T = 27.3 ms)

12.5 -0.035 (T = 46.2 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 159.8 154.9 150.0 145.1 140.2 135.3 130.4 125.5 120.6 115.7

RX 225.4 219.3 213.2 207.1 201.0 194.9 188.8 182.7 176.7 172.9

RU 159.8 154.9 150.0 145.1 140.2 135.3 130.4 125.5 120.6 115.7

RAU = 150.1 (tons); RA2 = 212.2 (tons)




1.65 20.86 103.6 105.2 161.1 9.816 0.091 0.100 1.3 252.8

Possible Pile Damage at 0.66 L Below Gages?




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2








1 1.04 84.99 0.00 4.000 1.000 -0.000 0.000 1.194

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

4 4.17 75.99 -10.59 0.000 0.000 -0.000 0.000 1.194

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

9 9.39 84.99 0.00 0.000 0.000 -0.330 0.160 1.194

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194







1 2.1 1.6 2.8 3.2 6.0 3.79 3.17 0.720

2 4.2 3.7 6.5 6.6 13.1 6.29 5.27 0.720

3 6.3 5.8 5.8 5.3 11.1 5.33 4.47 0.720

4 8.3 7.8 6.0 4.9 10.9 5.24 4.39 0.720

5 10.4 9.9 11.0 7.2 18.2 8.70 7.29 0.720

6 12.5 12.0 13.0 5.6 18.6 8.92 7.47 0.720

7 14.6 14.1 55.0 15.2 70.2 33.67 28.21 0.720

Avg. Shaft 14.3 6.9 21.2 10.51 8.80 0.720

Toe 92.9 9.6 102.5 903.91 0.579

Total 250.7

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

2 6.8 0.215 0.7 0.027

4 13.6 0.430 1.5 0.055

6 20.3 0.645 2.2 0.082

8 27.1 0.860 3.0 0.110

10 33.7 1.073 3.7 0.137

12 39.8 1.283 4.5 0.165

14 45.4 1.486 5.2 0.192

16 50.3 1.681 5.9 0.220

19 57.2 1.964 7.1 0.261





STATIC ANALYSIS



tons mm tons mm

22 63.5 2.235 8.2 0.302

25 69.3 2.495 9.3 0.343

28 74.7 2.743 10.4 0.384

31 80.0 2.986 11.5 0.426

34 84.9 3.219 12.6 0.467

38 90.8 3.509 14.1 0.522

42 96.4 3.793 15.6 0.577

46 101.9 4.067 17.1 0.631

50 106.7 4.319 18.6 0.686

55 111.9 4.601 20.4 0.755

61 117.4 4.907 22.7 0.837

68 122.8 5.223 25.3 0.934

76 127.6 5.527 28.2 1.043

86 132.1 5.848 32.0 1.181

97 136.1 6.167 36.0 1.332

108 140.2 6.485 40.1 1.483

119 144.3 6.803 44.2 1.634

130 148.4 7.121 48.3 1.785

141 152.5 7.439 52.4 1.936

152 156.6 7.758 56.5 2.087

163 160.7 8.076 60.6 2.238

174 164.8 8.394 64.7 2.389

185 168.7 8.707 68.6 2.540

196 172.4 9.007 72.3 2.691

208 176.0 9.321 75.9 2.855

220 179.3 9.620 79.2 3.020

233 182.4 9.927 82.3 3.199

247 185.4 10.239 85.3 3.391

262 188.0 10.552 87.9 3.597

278 190.1 10.860 90.0 3.816

295 191.7 11.159 91.6 4.050

314 192.7 11.458 92.6 4.311

325 193.0 11.622 92.9 4.462

336 186.2 11.503 92.2 4.530

338 179.4 11.288 91.4 4.503

340 172.7 11.073 90.7 4.475

342 165.9 10.859 89.9 4.448

344 159.3 10.645 89.2 4.420

346 153.2 10.435 88.4 4.393

348 147.6 10.232 87.7 4.366

350 142.7 10.037 87.0 4.338

353 135.8 9.755 85.8 4.297

356 129.5 9.484 84.7 4.256

359 123.7 9.223 83.6 4.214

362 118.3 8.975 82.5 4.173





STATIC ANALYSIS



tons mm tons mm

365 113.0 8.732 81.4 4.132

368 108.1 8.499 80.3 4.091

372 102.2 8.209 78.8 4.036

376 96.6 7.926 77.3 3.981

380 91.1 7.651 75.8 3.926

384 86.3 7.399 74.3 3.871

389 81.1 7.118 72.5 3.803

395 75.6 6.811 70.2 3.720

402 70.2 6.495 67.6 3.624

410 65.4 6.191 64.7 3.514

420 60.9 5.870 60.9 3.377

431 56.9 5.551 56.9 3.226

442 52.8 5.233 52.8 3.075

453 48.7 4.915 48.7 2.924

464 44.6 4.597 44.6 2.773

475 40.5 4.279 40.5 2.622

486 36.4 3.960 36.4 2.471

497 32.3 3.642 32.3 2.320

508 28.2 3.324 28.2 2.169

519 24.3 3.011 24.3 2.018

530 20.6 2.711 20.6 1.867

542 17.0 2.397 17.0 1.702

554 13.7 2.098 13.7 1.538

567 10.6 1.791 10.6 1.359

581 7.6 1.479 7.6 1.167

596 5.0 1.166 5.0 0.961

612 2.9 0.858 2.9 0.741

629 1.3 0.560 1.3 0.508

647 0.3 0.275 0.3 0.261

657 0.2 0.131 0.2 0.124

5 105

-100

0

100

200

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-100

0

100

200

ms

tons

24 L/c


Pile

0

8

16

24

32

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom


Offset out of range

Offset line













200.1

1 2.1 1.6 2.8 197.3 2.8 1.77 1.48 0.710

2 4.2 3.7 6.5 190.8 9.3 3.12 2.61 0.710

3 6.3 5.8 5.8 185.0 15.1 2.78 2.33 0.710

4 8.3 7.8 6.0 179.0 21.1 2.88 2.41 0.710

5 10.4 9.9 11.0 168.0 32.1 5.27 4.42 0.710

6 12.5 12.0 13.0 155.0 45.1 6.23 5.22 0.710

7 14.6 14.1 55.0 100.0 100.1 26.37 22.09 0.710

Avg. Shaft 14.3 7.10 5.95 0.710

Toe 100.0 881.75 0.499


Quake (mm) 0.868 4.693


Damping Type Smith


















EXTREMA TABLE





1 1.0 186.5 -4.0 0.230 -0.005 1.62 1.9 10.922

2 2.1 191.0 -9.8 0.236 -0.012 1.58 1.9 10.474

3 3.1 188.9 -11.8 0.233 -0.015 1.50 1.9 10.024

4 4.2 194.7 -13.2 0.240 -0.016 1.46 1.8 9.501

5 5.2 190.0 -12.7 0.235 -0.016 1.32 1.7 9.036

6 6.3 201.2 -15.3 0.248 -0.019 1.28 1.6 8.559

7 7.3 202.9 -16.9 0.250 -0.021 1.16 1.6 8.101

8 8.3 210.1 -19.3 0.259 -0.024 1.13 1.5 7.634

9 9.4 204.3 -20.6 0.252 -0.025 1.02 1.4 7.171

10 10.4 203.3 -23.2 0.251 -0.029 0.97 1.3 6.454

11 11.5 186.1 -23.9 0.230 -0.029 0.84 1.1 5.994

12 12.5 193.0 -26.5 0.238 -0.033 0.80 1.0 5.538

13 13.6 180.0 -26.2 0.222 -0.032 0.68 0.9 5.118

14 14.6 182.1 -27.2 0.225 -0.034 0.39 1.0 4.693

Absolute 8.3 0.259 (T = 27.3 ms)

14.6 -0.034 (T = 46.9 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 177.9 171.7 165.5 159.2 153.0 146.8 140.6 134.3 128.1 121.9

RX 250.6 241.2 231.8 222.4 214.0 205.9 197.8 189.8 185.8 183.2

RU 177.9 171.7 165.5 159.2 153.0 146.8 140.6 134.3 128.1 121.9

RAU = 161.5 (tons); RA2 = 213.1 (tons)




1.93 20.86 120.1 120.1 182.3 11.392 0.836 1.000 1.7 267.5





0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2








1 1.04 84.99 0.00 4.000 1.000 -0.000 0.000 1.194

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

4 4.17 75.99 -10.59 0.000 0.000 -0.000 0.000 1.194

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

9 9.39 84.99 0.00 0.000 0.000 -0.370 0.190 1.194

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194







1 2.1 1.6 2.8 3.7 6.5 4.08 3.42 0.710

2 4.2 3.7 6.5 8.0 14.5 6.96 5.83 0.710

3 6.3 5.8 5.8 6.3 12.1 5.80 4.86 0.710

4 8.3 7.8 6.0 6.0 12.0 5.74 4.81 0.710

5 10.4 9.9 11.0 9.0 20.0 9.58 8.02 0.710

6 12.5 12.0 13.0 7.6 20.6 9.89 8.29 0.710

7 14.6 14.1 55.0 22.9 77.9 37.36 31.30 0.710

Avg. Shaft 14.3 9.1 23.4 11.60 9.72 0.710

Toe 100.0 12.6 112.6 992.76 0.499

Total 276.2

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

2 8.8 0.281 0.8 0.038

4 17.7 0.562 1.6 0.075

6 26.5 0.844 2.4 0.113

8 35.1 1.123 3.2 0.150

10 42.8 1.395 4.0 0.188

12 49.4 1.653 4.8 0.225

14 55.5 1.901 5.6 0.263

16 61.0 2.139 6.4 0.300

18 66.3 2.371 7.2 0.338





STATIC ANALYSIS



tons mm tons mm

21 73.4 2.698 8.4 0.394

24 80.1 3.014 9.6 0.451

27 86.1 3.307 10.8 0.507

30 91.7 3.588 12.0 0.563

33 97.1 3.861 13.2 0.619

37 103.4 4.190 14.8 0.695

41 108.5 4.475 16.4 0.770

46 114.0 4.792 18.4 0.864

52 119.1 5.114 20.8 0.976

61 124.5 5.504 24.4 1.145

72 128.9 5.890 28.8 1.352

83 133.3 6.277 33.2 1.558

94 137.7 6.663 37.6 1.765

105 142.1 7.050 42.0 1.971

116 146.5 7.436 46.4 2.178

127 150.9 7.823 50.8 2.384

138 155.3 8.209 55.2 2.591

149 159.7 8.595 59.6 2.797

160 164.1 8.982 64.0 3.004

171 168.5 9.368 68.4 3.210

182 172.8 9.752 72.7 3.417

193 176.8 10.123 76.7 3.623

205 180.9 10.512 80.8 3.848

217 184.5 10.886 84.4 4.074

230 188.0 11.273 87.9 4.318

243 191.0 11.642 90.9 4.562

257 193.8 12.019 93.7 4.824

272 196.2 12.398 96.1 5.106

288 198.1 12.776 98.0 5.406

305 199.4 13.147 99.3 5.725

324 199.9 13.525 99.8 6.082

325 200.1 13.552 100.0 6.101

345 200.1 13.927 100.0 6.476

365 200.1 14.303 100.0 6.852

382 191.3 14.265 99.2 7.058

384 182.4 13.984 98.4 7.021

386 173.6 13.703 97.6 6.983

388 165.0 13.423 96.8 6.946

390 157.3 13.152 96.0 6.908

392 150.7 12.894 95.2 6.871

394 144.6 12.646 94.4 6.833

396 139.1 12.408 93.6 6.795

398 133.8 12.176 92.8 6.758

401 126.7 11.849 91.6 6.702

404 120.0 11.533 90.4 6.645





STATIC ANALYSIS



tons mm tons mm

407 114.0 11.240 89.2 6.589

410 108.4 10.959 88.0 6.533

413 103.0 10.686 86.8 6.476

417 96.7 10.357 85.2 6.401

421 91.6 10.071 83.6 6.326

426 86.1 9.755 81.6 6.232

432 81.0 9.433 79.2 6.120

441 75.6 9.043 75.6 5.951

452 71.2 8.656 71.2 5.744

463 66.8 8.270 66.8 5.538

474 62.4 7.883 62.4 5.331

485 58.0 7.497 58.0 5.125

496 53.6 7.111 53.6 4.918

507 49.2 6.724 49.2 4.712

518 44.8 6.338 44.8 4.505

529 40.4 5.951 40.4 4.299

540 36.0 5.565 36.0 4.092

551 31.6 5.178 31.6 3.886

562 27.3 4.795 27.3 3.679

573 23.3 4.424 23.3 3.473

585 19.2 4.034 19.2 3.248

597 15.6 3.661 15.6 3.022

610 12.1 3.273 12.1 2.778

623 9.1 2.905 9.1 2.534

637 6.3 2.528 6.3 2.271

652 3.9 2.148 3.9 1.990

668 2.0 1.770 2.0 1.689

685 0.7 1.399 0.7 1.370

704 0.2 1.022 0.2 1.014

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c


Pile

0

8

16

24

32

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom















200.1

1 2.1 1.6 2.8 197.3 2.8 1.77 1.48 0.560

2 4.2 3.7 6.5 190.8 9.3 3.12 2.61 0.560

3 6.3 5.8 5.8 185.0 15.1 2.78 2.33 0.560

4 8.3 7.8 6.0 179.0 21.1 2.88 2.41 0.560

5 10.4 9.9 11.0 168.0 32.1 5.27 4.42 0.560

6 12.5 12.0 13.0 155.0 45.1 6.23 5.22 0.560

7 14.6 14.1 55.0 100.0 100.1 26.37 22.09 0.560

Avg. Shaft 14.3 7.10 5.95 0.560

Toe 100.0 881.75 0.555


Quake (mm) 0.868 6.283


Damping Type Smith



















EXTREMA TABLE





1 1.0 205.5 -3.0 0.254 -0.004 2.08 2.1 12.623

2 2.1 210.7 -6.4 0.260 -0.008 2.04 2.1 12.158

3 3.1 209.4 -8.7 0.258 -0.011 1.95 2.2 11.694

4 4.2 215.9 -11.0 0.267 -0.014 1.91 2.2 11.175

5 5.2 210.6 -11.2 0.260 -0.014 1.75 2.0 10.699

6 6.3 218.2 -12.9 0.269 -0.016 1.71 1.9 10.230

7 7.3 218.2 -13.3 0.269 -0.016 1.58 1.8 9.782

8 8.3 229.9 -15.5 0.284 -0.019 1.55 1.7 9.313

9 9.4 226.9 -14.8 0.280 -0.018 1.42 1.7 8.833

10 10.4 224.9 -16.8 0.278 -0.021 1.37 1.6 8.094

11 11.5 202.5 -15.8 0.250 -0.020 1.21 1.4 7.634

12 12.5 211.8 -18.2 0.262 -0.022 1.17 1.3 7.173

13 13.6 199.5 -16.6 0.246 -0.021 1.02 1.2 6.738

14 14.6 201.3 -18.7 0.249 -0.023 0.60 1.3 6.303

Absolute 8.3 0.284 (T = 27.3 ms)

14.6 -0.023 (T = 47.9 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RX 274.3 262.4 250.4 238.5 226.6 214.6 202.7 191.3 187.4 183.6

RU 200.9 192.4 183.9 175.3 166.8 158.3 149.7 141.2 132.7 124.1

RAU = 166.1 (tons); RA2 = 209.8 (tons)




2.21 20.86 142.6 143.6 205.6 12.975 1.033 1.500 2.1 292.6




0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2




1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194 0.00

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00








3 3.13 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

4 4.17 77.99 -8.24 0.000 0.000 -0.000 0.000 1.194 0.00

5 5.21 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

9 9.39 84.99 0.00 0.000 0.000 -0.430 0.140 1.194 0.00

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194 0.00







1 2.1 1.6 2.8 3.3 6.1 3.83 3.21 0.560

2 4.2 3.7 6.5 7.5 14.0 6.72 5.63 0.560

3 6.3 5.8 5.8 5.8 11.6 5.58 4.68 0.560

4 8.3 7.8 6.0 5.5 11.5 5.53 4.63 0.560

5 10.4 9.9 11.0 8.8 19.8 9.48 7.94 0.560

6 12.5 12.0 13.0 8.2 21.2 10.16 8.51 0.560

7 14.6 14.1 55.0 25.6 80.6 38.62 32.35 0.560

Avg. Shaft 14.3 9.2 23.5 11.69 9.79 0.560

Toe 100.0 26.0 126.0 1110.95 0.555

Total 290.8

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

1 5.6 0.180 0.4 0.025

2 11.3 0.360 0.8 0.050

3 16.9 0.540 1.2 0.075

4 22.6 0.720 1.6 0.101

5 28.2 0.901 2.0 0.126

6 33.8 1.080 2.4 0.151

7 38.8 1.256 2.8 0.176

9 47.8 1.593 3.6 0.226

11 55.5 1.911 4.4 0.276

13 62.5 2.215 5.2 0.327





STATIC ANALYSIS



tons mm tons mm

15 68.8 2.502 6.0 0.377

17 74.7 2.778 6.8 0.427

19 80.3 3.044 7.6 0.478

22 87.6 3.409 8.8 0.553

25 94.4 3.760 10.0 0.628

28 100.2 4.070 11.2 0.704

32 106.3 4.417 12.8 0.804

37 112.1 4.780 14.8 0.930

45 118.1 5.228 18.0 1.131

56 122.5 5.684 22.4 1.407

67 126.9 6.141 26.8 1.684

78 131.3 6.597 31.2 1.960

89 135.7 7.054 35.6 2.237

100 140.1 7.510 40.0 2.513

111 144.5 7.966 44.4 2.790

122 148.9 8.423 48.8 3.066

133 153.3 8.879 53.2 3.343

144 157.7 9.336 57.6 3.619

155 162.1 9.792 62.0 3.895

166 166.5 10.248 66.4 4.172

177 170.9 10.705 70.8 4.448

188 175.1 11.151 75.0 4.725

199 178.9 11.585 78.8 5.001

211 182.7 12.043 82.6 5.303

223 186.2 12.485 86.1 5.604

236 189.5 12.947 89.4 5.931

249 192.3 13.390 92.2 6.258

263 194.9 13.846 94.8 6.610

277 196.9 14.281 96.8 6.962

292 198.5 14.724 98.4 7.339

308 199.5 15.168 99.4 7.741

325 199.9 15.611 99.8 8.168

326 200.1 15.644 100.0 8.193

343 200.1 16.071 100.0 8.620

360 200.1 16.498 100.0 9.048

377 200.1 16.926 100.0 9.475

386 194.5 16.896 99.6 9.600

387 188.8 16.716 99.2 9.575

388 183.2 16.536 98.8 9.550

389 177.5 16.356 98.4 9.525

390 171.9 16.176 98.0 9.500

391 166.3 15.996 97.6 9.475

392 161.3 15.821 97.2 9.450

394 152.3 15.483 96.4 9.399

396 144.6 15.165 95.6 9.349





STATIC ANALYSIS



tons mm tons mm

398 137.6 14.862 94.8 9.299

400 131.3 14.574 94.0 9.249

402 125.4 14.298 93.2 9.198

404 119.8 14.033 92.4 9.148

407 112.5 13.668 91.2 9.073

410 105.7 13.317 90.0 8.997

413 99.9 13.007 88.8 8.922

417 93.8 12.660 87.2 8.821

422 88.0 12.297 85.2 8.696

430 82.0 11.848 82.0 8.495

441 77.6 11.392 77.6 8.218

452 73.2 10.936 73.2 7.942

463 68.8 10.479 68.8 7.665

474 64.4 10.023 64.4 7.389

485 60.0 9.566 60.0 7.112

496 55.6 9.110 55.6 6.836

507 51.2 8.654 51.2 6.559

518 46.8 8.197 46.8 6.283

529 42.4 7.741 42.4 6.007

540 38.0 7.284 38.0 5.730

551 33.6 6.828 33.6 5.454

562 29.2 6.372 29.2 5.177

573 25.0 5.925 25.0 4.901

584 21.2 5.491 21.2 4.624

596 17.4 5.033 17.4 4.323

608 13.9 4.591 13.9 4.021

621 10.6 4.130 10.6 3.694

634 7.8 3.687 7.8 3.368

648 5.2 3.230 5.2 3.016

662 3.2 2.795 3.2 2.664

677 1.6 2.353 1.6 2.287

693 0.6 1.908 0.6 1.885

710 0.2 1.466 0.2 1.458

5 105

-150

0

150

300

ms

tons

24 L/c

Force MsdForce Cpt

5 105

-150

0

150

300

ms

tons

24 L/c


Pile

0

8

16

24

32

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom















204.3

1 2.1 1.6 2.8 201.5 2.8 1.77 1.48 0.555

2 4.2 3.7 6.5 195.0 9.3 3.12 2.61 0.555

3 6.3 5.8 5.8 189.2 15.1 2.78 2.33 0.555

4 8.3 7.8 6.0 183.2 21.1 2.88 2.41 0.555

5 10.4 9.9 11.0 172.2 32.1 5.27 4.42 0.555

6 12.5 12.0 13.0 159.2 45.1 6.23 5.22 0.555

7 14.6 14.1 55.0 104.2 100.1 26.37 22.09 0.555

Avg. Shaft 14.3 7.10 5.95 0.555

Toe 104.2 919.05 0.461


Quake (mm) 0.868 7.427


Damping Type Smith



















EXTREMA TABLE





1 1.0 218.5 -3.0 0.270 -0.004 2.41 2.3 13.806

2 2.1 221.2 -5.7 0.273 -0.007 2.37 2.3 13.321

3 3.1 220.7 -7.7 0.272 -0.010 2.27 2.4 12.852

4 4.2 228.0 -10.1 0.281 -0.012 2.23 2.4 12.329

5 5.2 220.8 -11.1 0.273 -0.014 2.05 2.1 11.849

6 6.3 223.3 -13.7 0.276 -0.017 2.01 2.1 11.379

7 7.3 222.4 -14.8 0.275 -0.018 1.87 2.0 10.917

8 8.3 236.6 -17.1 0.292 -0.021 1.83 1.9 10.440

9 9.4 234.8 -17.9 0.290 -0.022 1.69 1.8 9.957

10 10.4 231.2 -19.8 0.285 -0.024 1.64 1.8 9.226

11 11.5 205.9 -19.1 0.254 -0.024 1.45 1.7 8.772

12 12.5 221.1 -21.3 0.273 -0.026 1.42 1.5 8.307

13 13.6 206.4 -20.5 0.255 -0.025 1.23 1.4 7.865

14 14.6 205.8 -22.5 0.254 -0.028 0.71 1.5 7.429

Absolute 8.3 0.292 (T = 27.1 ms)

14.6 -0.028 (T = 48.9 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 218.9 209.2 199.5 189.8 180.1 170.4 160.7 151.0 141.3 131.6

RX 287.2 273.7 260.3 246.8 233.3 219.9 206.4 193.7 188.2 184.0

RU 218.9 209.2 199.5 189.8 180.1 170.4 160.7 151.0 141.3 131.6

RAU = 176.4 (tons); RA2 = 210.3 (tons)




2.39 20.86 157.3 158.6 222.1 14.223 1.218 2.000 2.5 302.1





0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2








1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

4 4.17 75.99 -10.59 0.000 0.000 -0.000 0.000 1.194

5 5.21 81.99 -3.53 0.000 0.000 -0.000 0.000 1.194

6 6.26 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

9 9.39 84.99 0.00 0.000 0.000 -0.400 0.160 1.194

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194







1 2.1 1.6 2.8 3.6 6.4 4.01 3.36 0.555

2 4.2 3.7 6.5 8.2 14.7 7.03 5.89 0.555

3 6.3 5.8 5.8 6.3 12.1 5.82 4.88 0.555

4 8.3 7.8 6.0 6.0 12.0 5.77 4.83 0.555

5 10.4 9.9 11.0 10.1 21.1 10.10 8.46 0.555

6 12.5 12.0 13.0 9.7 22.7 10.90 9.13 0.555

7 14.6 14.1 55.0 30.8 85.8 41.13 34.45 0.555

Avg. Shaft 14.3 10.7 25.0 12.40 10.38 0.555

Toe 104.2 22.9 127.1 1121.12 0.461

Total 301.9

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

1 6.6 0.210 0.4 0.030

2 13.1 0.419 0.8 0.059

3 19.7 0.629 1.3 0.089

4 26.3 0.839 1.7 0.119

5 32.7 1.048 2.1 0.149

6 38.7 1.253 2.5 0.178

7 44.2 1.453 2.9 0.208

9 53.5 1.830 3.8 0.267





STATIC ANALYSIS



tons mm tons mm

11 61.7 2.186 4.6 0.327

13 69.1 2.520 5.4 0.386

15 75.9 2.840 6.3 0.446

17 82.0 3.139 7.1 0.505

19 87.5 3.419 7.9 0.564

21 92.8 3.691 8.8 0.624

24 99.5 4.047 10.0 0.713

27 104.6 4.346 11.3 0.802

31 109.9 4.682 12.9 0.921

38 115.9 5.138 15.8 1.129

49 120.5 5.652 20.4 1.456

60 125.1 6.166 25.0 1.782

71 129.7 6.681 29.6 2.109

82 134.3 7.195 34.2 2.436

93 138.9 7.710 38.8 2.763

104 143.5 8.224 43.4 3.090

115 148.0 8.738 47.9 3.416

126 152.6 9.253 52.5 3.743

137 157.2 9.767 57.1 4.070

148 161.8 10.281 61.7 4.397

159 166.4 10.796 66.3 4.724

170 171.0 11.310 70.9 5.050

181 175.5 11.822 75.4 5.377

192 179.7 12.321 79.6 5.704

203 183.6 12.807 83.5 6.031

215 187.5 13.321 87.4 6.387

227 190.9 13.819 90.8 6.744

239 194.0 14.300 93.9 7.100

252 196.8 14.803 96.7 7.486

265 199.2 15.287 99.1 7.873

279 201.2 15.786 101.1 8.289

294 202.8 16.297 102.7 8.734

309 203.8 16.782 103.7 9.180

325 204.1 17.271 104.0 9.655

326 204.3 17.309 104.2 9.685

343 204.3 17.814 104.2 10.190

360 204.3 18.319 104.2 10.695

377 204.3 18.824 104.2 11.200

394 197.8 19.030 103.8 11.586

395 191.2 18.820 103.4 11.556

396 184.6 18.611 103.0 11.527

397 178.1 18.401 102.6 11.497

398 171.6 18.192 102.1 11.467

399 165.6 17.987 101.7 11.438

400 160.1 17.787 101.3 11.408





STATIC ANALYSIS



tons mm tons mm

402 150.8 17.409 100.5 11.348

404 142.6 17.054 99.6 11.289

406 135.3 16.720 98.8 11.230

408 128.4 16.400 98.0 11.170

410 122.3 16.101 97.1 11.111

412 116.8 15.821 96.3 11.051

414 111.5 15.549 95.5 10.992

417 104.9 15.192 94.2 10.903

420 99.8 14.894 93.0 10.814

424 94.4 14.558 91.3 10.695

431 88.4 14.102 88.4 10.487

442 83.8 13.588 83.8 10.160

453 79.2 13.073 79.2 9.833

464 74.6 12.559 74.6 9.507

475 70.0 12.045 70.0 9.180

486 65.5 11.530 65.5 8.853

497 60.9 11.016 60.9 8.526

508 56.3 10.501 56.3 8.199

519 51.7 9.987 51.7 7.873

530 47.1 9.473 47.1 7.546

541 42.5 8.958 42.5 7.219

552 37.9 8.444 37.9 6.892

563 33.4 7.930 33.4 6.565

574 28.8 7.418 28.8 6.239

585 24.6 6.918 24.6 5.912

596 20.7 6.433 20.7 5.585

608 16.9 5.919 16.9 5.229

620 13.4 5.421 13.4 4.872

632 10.4 4.940 10.4 4.516

645 7.5 4.437 7.5 4.129

658 5.1 3.953 5.1 3.743

672 3.1 3.453 3.1 3.327

687 1.5 2.943 1.5 2.882

702 0.5 2.458 0.5 2.436

718 0.2 1.969 0.2 1.961

5 95

-150

0

150

300

ms

tons

21 L/c

Force MsdForce Cpt

5 95

-150

0

150

300

ms

tons

21 L/c


Pile

0

8

16

24

32

tons

/m0

55

110

165

220

tons


Pile Forceat Ru

0 55 110 165 2200.000

6.250

12.500

18.750

25.000

Load (tons)

Dis

plac

emen

t (m

m)

Pile TopBottom















197.8

1 2.1 1.6 2.8 195.0 2.8 1.77 1.48 0.640

2 4.2 3.7 3.0 192.0 5.8 1.44 1.20 0.640

3 6.3 5.8 5.8 186.2 11.6 2.78 2.33 0.640

4 8.3 7.8 5.0 181.2 16.6 2.40 2.01 0.640

5 10.4 9.9 11.0 170.2 27.6 5.27 4.42 0.640

6 12.5 12.0 10.0 160.2 37.6 4.79 4.02 0.640

7 14.6 14.1 55.0 105.2 92.6 26.37 22.09 0.640

Avg. Shaft 13.2 6.57 5.50 0.640

Toe 105.2 927.95 0.559


Quake (mm) 0.868 8.872


Damping Type Smith



















EXTREMA TABLE





1 1.0 229.9 -3.0 0.284 -0.004 2.79 2.5 15.304

2 2.1 228.7 -5.3 0.282 -0.007 2.76 2.5 14.850

3 3.1 227.4 -6.9 0.281 -0.009 2.64 2.5 14.411

4 4.2 237.0 -9.1 0.293 -0.011 2.60 2.6 13.889

5 5.2 239.1 -10.6 0.295 -0.013 2.48 2.3 13.378

6 6.3 239.3 -13.0 0.295 -0.016 2.44 2.2 12.884

7 7.3 229.2 -13.7 0.283 -0.017 2.26 2.2 12.401

8 8.3 242.0 -15.9 0.299 -0.020 2.22 2.0 11.924

9 9.4 240.9 -16.6 0.297 -0.021 2.08 2.0 11.450

10 10.4 239.3 -18.5 0.295 -0.023 2.02 1.9 10.681

11 11.5 213.0 -17.4 0.263 -0.022 1.80 1.9 10.225

12 12.5 227.4 -19.3 0.281 -0.024 1.77 1.8 9.778

13 13.6 216.3 -18.9 0.267 -0.023 1.58 1.6 9.350

14 14.6 215.2 -20.8 0.266 -0.026 0.93 1.7 8.918

Absolute 8.3 0.299 (T = 27.1 ms)

14.6 -0.026 (T = 48.9 ms)

CASE METHOD

J = 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9

RP 226.7 215.7 204.6 193.6 182.6 171.6 160.5 149.5 138.5 127.4

RX 293.6 278.2 262.7 247.2 232.0 217.5 203.1 189.6 185.3 182.5

RU 226.7 215.7 204.6 193.6 182.6 171.6 160.5 149.5 138.5 127.4

RAU = 141.7 (tons); RA2 = 231.4 (tons)




2.56 20.86 167.7 169.3 230.5 15.882 3.002 3.000 2.8 301.0





0.00 810.00 440.7 2.450 1.194

14.60 810.00 440.7 2.450 1.194

Toe Area 0.113 m2








1 1.04 84.99 0.00 3.000 1.000 -0.000 0.000 1.194

2 2.09 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

4 4.17 74.99 -11.77 0.000 0.000 -0.000 0.000 1.194

5 5.21 78.99 -7.06 0.000 0.000 -0.000 0.000 1.194

6 6.26 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

9 9.39 84.99 0.00 0.000 0.000 -0.500 0.170 1.194

10 10.43 84.99 0.00 0.000 0.000 -0.000 0.000 1.194

14 14.60 84.99 0.00 0.000 0.000 -0.000 0.000 1.194







1 2.1 1.6 2.8 4.4 7.2 4.52 3.78 0.640

2 4.2 3.7 3.0 4.9 7.9 3.76 3.15 0.640

3 6.3 5.8 5.8 7.9 13.7 6.55 5.49 0.640

4 8.3 7.8 5.0 6.2 11.2 5.39 4.52 0.640

5 10.4 9.9 11.0 12.1 23.1 11.08 9.28 0.640

6 12.5 12.0 10.0 10.2 20.2 9.70 8.12 0.640

7 14.6 14.1 55.0 37.1 92.1 44.16 36.99 0.640

Avg. Shaft 13.2 11.8 25.1 12.44 10.42 0.640

Toe 105.2 30.3 135.5 1194.89 0.559

Total 310.9

STATIC ANALYSIS



tons mm tons mm

0 0.0 0.000 0.0 0.000

1 6.6 0.228 0.4 0.035

2 13.3 0.456 0.8 0.071

3 19.9 0.684 1.3 0.106

4 26.6 0.912 1.7 0.142

5 33.0 1.139 2.1 0.177

6 38.8 1.361 2.5 0.213

7 44.1 1.576 2.9 0.248

9 53.6 1.984 3.8 0.319





STATIC ANALYSIS



tons mm tons mm

11 62.0 2.368 4.6 0.390

13 69.6 2.731 5.5 0.461

15 76.3 3.064 6.3 0.532

17 82.4 3.380 7.2 0.603

19 88.0 3.676 8.0 0.674

22 94.3 4.040 9.3 0.781

26 100.4 4.434 10.9 0.923

32 106.1 4.878 13.5 1.136

43 110.7 5.458 18.1 1.526

54 115.3 6.037 22.7 1.916

65 120.0 6.617 27.4 2.307

76 124.6 7.197 32.0 2.697

87 129.2 7.777 36.6 3.087

98 133.9 8.356 41.3 3.478

109 138.5 8.936 45.9 3.868

120 143.1 9.516 50.5 4.259

131 147.7 10.096 55.1 4.649

142 152.4 10.676 59.8 5.039

153 157.0 11.255 64.4 5.430

164 161.6 11.835 69.0 5.820

175 166.3 12.415 73.7 6.210

186 170.7 12.987 78.1 6.601

197 174.8 13.545 82.2 6.991

209 178.9 14.138 86.3 7.417

221 182.6 14.715 90.0 7.843

233 185.9 15.275 93.3 8.269

246 189.0 15.863 96.4 8.730

259 191.6 16.432 99.0 9.191

273 193.9 17.023 101.3 9.688

287 195.7 17.591 103.1 10.185

302 196.9 18.175 104.3 10.717

317 197.6 18.734 105.0 11.250

325 197.8 19.029 105.2 11.534

341 197.8 19.597 105.2 12.101

357 197.8 20.165 105.2 12.669

373 197.8 20.733 105.2 13.237

389 197.8 21.301 105.2 13.805

405 197.8 21.868 105.2 14.373

412 191.2 21.782 104.8 14.479

413 184.5 21.554 104.4 14.444

414 177.9 21.326 104.0 14.408

415 171.3 21.098 103.6 14.373

416 164.9 20.872 103.1 14.337

417 159.0 20.649 102.7 14.302

418 153.7 20.435 102.3 14.266





STATIC ANALYSIS



tons mm tons mm

420 144.2 20.026 101.5 14.195

422 135.8 19.642 100.6 14.124

424 128.2 19.280 99.8 14.053

426 121.6 18.946 98.9 13.982

428 115.5 18.630 98.1 13.911

430 109.9 18.334 97.2 13.840

433 103.6 17.970 96.0 13.734

437 97.4 17.577 94.3 13.592

443 91.8 17.132 91.8 13.379

454 87.1 16.553 87.1 12.989

465 82.5 15.973 82.5 12.598

476 77.9 15.393 77.9 12.208

487 73.2 14.813 73.2 11.818

498 68.6 14.234 68.6 11.427

509 64.0 13.654 64.0 11.037

520 59.4 13.074 59.4 10.646

531 54.7 12.494 54.7 10.256

542 50.1 11.915 50.1 9.866

553 45.5 11.335 45.5 9.475

564 40.8 10.755 40.8 9.085

575 36.2 10.175 36.2 8.695

586 31.6 9.595 31.6 8.304

597 27.1 9.023 27.1 7.914

608 23.0 8.465 23.0 7.523

620 18.9 7.872 18.9 7.098

632 15.2 7.295 15.2 6.672

644 12.0 6.735 12.0 6.246

657 8.9 6.147 8.9 5.785

670 6.2 5.578 6.2 5.323

684 3.9 4.987 3.9 4.826

698 2.2 4.419 2.2 4.330

713 0.9 3.835 0.9 3.797

728 0.3 3.277 0.3 3.265

Documents

BL56 - E107 - D=38cm - teses.usp.br · RAU = 166.1 (tons); RA2 = 209.8 (tons) Current CAPWAP Ru = 197.3 (tons); Corresponding J(RP)= 0.04; J(RX) = 0.65 VMX TVP VT1*Z FT1 FMX DMX DFN