Nombre: Christiam Paul Sucapuca SuañaAsignatura: Mecanica de Suelos II - Practica - ensayo triaxial

caracteristicas de la muestramuestras M-1 M-2 M-3

diametro inferiordiametro mediodiametro superiordiametro promedio 7.06 6.98 7.12 largo 14.12 13.96 14.06 area 39.15 38.26 39.82 volumen 552.76 534.18 559.80 humedad 28.90 29.30 28.20 grado de saturacion 42.00 44.00 43.00 peso de la muestra 1,121 1,132 1,127 Peso especifico humeda 2.03 2.12 2.01 peso unitrario seco 1.57 1.64 1.57 esbeltez 2.0 2.0 2.0

Aplicaciones de carga

velo. de carga de la maquina (mm/min) 1.27 1.27 1.27

0.5 1 2

muestra 1

lectura de dial de deformacion (cm) Lf ΔL ɛ11.1 0.05 1.1314985 14.115 0.005 0.00035410765 0.9996458923513 39.1609 0.0289 18.7 0.1 1.9062181 14.11 0.010 0.0007082153 0.9992917847025 39.1748 0.0487 23.2 0.2 2.3649337 14.1 0.020 0.00141643059 0.9985835694051 39.2026 0.0603 27.7 0.3 2.8236493 14.09 0.030 0.00212464589 0.9978753541076 39.2304 0.0720 30.8 0.4 3.1396534 14.08 0.040 0.00283286119 0.9971671388102 39.2583 0.0800 36.8 0.6 3.7512742 14.06 0.060 0.00424929178 0.9957507082153 39.3141 0.0954 42.8 0.8 4.362895 14.04 0.080 0.00566572238 0.9943342776204 39.3701 0.1108

σc

lectura de carga (1-ɛ) Ac σc

48.9 1 4.9847095 14.02 0.100 0.00708215297 0.9929178470255 39.4263 0.1264 60.9 1.5 6.2079511 13.97 0.150 0.01062322946 0.9893767705382 39.5674 0.1569 70 2 7.1355759 13.92 0.200 0.01416430595 0.985835694051 39.7095 0.1797

77.5 2.5 7.9001019 13.87 0.250 0.01770538244 0.9822946175637 39.8527 0.1982 86.5 3 8.8175331 13.82 0.300 0.02124645892 0.9787535410765 39.9969 0.2205

100.1 4 10.203874 13.72 0.400 0.0283286119 0.971671388102 40.2884 0.2533 115.1 5 11.732926 13.62 0.500 0.03541076487 0.9645892351275 40.5842 0.2891 127.2 6 12.966361 13.52 0.600 0.04249291785 0.957507082153 40.8844 0.3171 142.5 7 14.525994 13.42 0.700 0.04957507082 0.9504249291785 41.1890 0.3527 152.8 8 15.575943 13.32 0.800 0.0566572238 0.943342776204 41.4982 0.3753 161.8 9 16.493374 13.22 0.900 0.06373937677 0.9362606232295 41.8122 0.3945 170.8 10 17.410805 13.12 1.000 0.07082152975 0.929178470255 42.1308 0.4133 188.9 12 19.255861 12.92 1.200 0.08498583569 0.9150141643059 42.7830 0.4501 203.9 14 20.784913 12.72 1.400 0.09915014164 0.9008498583569 43.4557 0.4783 214.4 16 21.85525 12.52 1.600 0.11331444759 0.8866855524079 44.1499 0.4950 217.5 18 22.171254 12.32 1.800 0.12747875354 0.8725212464589 44.8666 0.4942 218.2 20 22.24261 12.12 2.000 0.14164305949 0.8583569405099 45.6070 0.4877 219 22 22.324159 11.92 2.200 0.15580736544 0.8441926345609 46.3722 0.4814

219.7 24 22.395515 11.72 2.400 0.16997167139 0.8300283286119 47.1635 0.4748 220.5 26 22.477064 11.52 2.600 0.18413597734 0.8158640226629 47.9823 0.4684

Ocmax3 0.4950

muestra 2

lectura de dial de deformacion (cm) Lf ΔL ɛ1.2 0.05 0.1223242 13.955 0.005 0.00035816619 0.9996418338109 38.2786 0.0032 1.2 0.1 0.1223242 13.95 0.010 0.00071633238 0.9992836676218 38.2923 0.0032 5.3 0.2 0.540265 13.94 0.020 0.00143266476 0.9985673352436 38.3198 0.0141 8.9 0.3 0.9072375 13.93 0.030 0.00214899713 0.9978510028653 38.3473 0.0237 13 0.4 1.3251784 13.92 0.040 0.00286532951 0.9971346704871 38.3749 0.0345

19.2 0.6 1.9571865 13.9 0.060 0.00429799427 0.9957020057307 38.4301 0.0509 25.3 0.8 2.579001 13.88 0.080 0.00573065903 0.9942693409742 38.4855 0.0670 37.3 1 3.8022426 13.86 0.100 0.00716332378 0.9928366762178 38.5410 0.0987 58.5 1.5 5.9633028 13.81 0.150 0.01074498567 0.9892550143266 38.6805 0.1542 82.9 2 8.4505607 13.76 0.200 0.01432664756 0.9856733524355 38.8211 0.2177

102.1 2.5 10.407747 13.71 0.250 0.01790830946 0.9820916905444 38.9627 0.2671 114.9 3 11.712538 13.66 0.300 0.02148997135 0.9785100286533 39.1053 0.2995 143.1 4 14.587156 13.56 0.400 0.02865329513 0.9713467048711 39.3937 0.3703 164.1 5 16.727829 13.46 0.500 0.03581661891 0.9641833810888 39.6863 0.4215

lectura de carga (1-ɛ) Ac σc

180.7 6 18.41998 13.36 0.600 0.04297994269 0.9570200573066 39.9834 0.4607 197.5 7 20.132518 13.26 0.700 0.05014326648 0.9498567335244 40.2849 0.4998 209.2 8 21.325178 13.16 0.800 0.05730659026 0.9426934097421 40.5910 0.5254 219.3 9 22.35474 13.06 0.900 0.06446991404 0.9355300859599 40.9019 0.5465 225.5 10 22.986748 12.96 1.000 0.07163323782 0.9283667621777 41.2175 0.5577 243.5 12 24.821611 12.76 1.200 0.08595988539 0.9140401146132 41.8635 0.5929 259.8 14 26.48318 12.56 1.400 0.10028653295 0.8997134670487 42.5301 0.6227 272 16 27.726809 12.36 1.600 0.11461318052 0.8853868194842 43.2183 0.6416

286.3 18 29.184506 12.16 1.800 0.12893982808 0.8710601719198 43.9291 0.6644 296.4 20 30.214067 11.96 2.000 0.14326647564 0.8567335243553 44.6637 0.6765 301.9 22 30.77472 11.76 2.200 0.15759312321 0.8424068767908 45.4233 0.6775 303.3 24 30.917431 11.56 2.400 0.17191977077 0.8280802292264 46.2092 0.6691 303.5 26 30.937819 11.36 2.600 0.18624641834 0.8137535816619 47.0227 0.6579

Ocmax3 0.6775

muestra 3

lectura de dial de deformacion (cm) Lf ΔL ɛ4.6 0.05 0.4689093 14.055 0.005 0.00035561878 0.9996443812233 39.8295 0.0118 8.4 0.1 0.8562691 14.05 0.010 0.00071123755 0.9992887624467 39.8436 0.0215 18 0.2 1.8348624 14.04 0.020 0.00142247511 0.9985775248933 39.8720 0.0460

25.6 0.3 2.6095821 14.03 0.030 0.00213371266 0.99786628734 39.9004 0.0654 31.4 0.4 3.2008155 14.02 0.040 0.00284495021 0.9971550497866 39.9289 0.0802 44.8 0.6 4.5667686 14 0.060 0.00426742532 0.9957325746799 39.9859 0.1142 54.4 0.8 5.5453619 13.98 0.080 0.00568990043 0.9943100995733 40.0431 0.1385 67.8 1 6.911315 13.96 0.100 0.00711237553 0.9928876244666 40.1005 0.1723 90.8 1.5 9.2558614 13.91 0.150 0.0106685633 0.9893314366999 40.2446 0.2300

111.8 2 11.396534 13.86 0.200 0.01422475107 0.9857752489331 40.3898 0.2822 130.9 2.5 13.343527 13.81 0.250 0.01778093883 0.9822190611664 40.5361 0.3292 146.2 3 14.90316 13.76 0.300 0.0213371266 0.9786628733997 40.6834 0.3663 174.9 4 17.828746 13.66 0.400 0.02844950213 0.9715504978663 40.9812 0.4350 199.7 5 20.356779 13.56 0.500 0.03556187767 0.9644381223329 41.2834 0.4931 220.7 6 22.497452 13.46 0.600 0.0426742532 0.9573257467994 41.5901 0.5409 237.9 7 24.250765 13.36 0.700 0.04978662873 0.950213371266 41.9014 0.5788 256.9 8 26.187564 13.26 0.800 0.05689900427 0.9431009957326 42.2174 0.6203 279.9 9 28.53211 13.16 0.900 0.0640113798 0.9359886201991 42.5382 0.6707 298.9 10 30.468909 13.06 1.000 0.07112375533 0.9288762446657 42.8639 0.7108 335.7 12 34.220183 12.86 1.200 0.0853485064 0.9146514935989 43.5306 0.7861

lectura de carga (1-ɛ) Ac σc

367.7 14 37.482161 12.66 1.400 0.09957325747 0.900426742532 44.2182 0.8477 388.7 16 39.622834 12.46 1.600 0.11379800853 0.8862019914651 44.9280 0.8819 412.7 18 42.069317 12.26 1.800 0.1280227596 0.8719772403983 45.6609 0.9213 434.1 20 44.250765 12.06 2.000 0.14224751067 0.8577524893314 46.4182 0.9533 441.8 22 45.035678 11.86 2.200 0.15647226174 0.8435277382646 47.2009 0.9541 447.4 24 45.606524 11.66 2.400 0.1706970128 0.8293029871977 48.0105 0.9499 447.6 26 45.626911 11.46 2.600 0.18492176387 0.8150782361309 48.8484 0.9341

Oc max3 0.9541

muestras M-1 M-2 M-3presion de confinamiento 0.5 1 2esfuerzo de rotura 0.4950238 0.6775093 0.9541270

σy 0.99502384863492 1.67750933345468 2.95412703981σx 0.5 1 2

para graficarcento x 0.74751192431746 1.33875466672734 2.4770635199cento y 0 0 0

Radio 0.24751192431746 0.338754666727342 0.4770635199

Por el método de Grafico El angulo de Friccion 7.7667369 RadianesCohesion 0.14356579

0.000354107648725268

0.00070821529745041

0.00141643059490082

0.00212464589235123

0.00283286118980164

0.00424929178470259

0.00566572237960341

0.00708215297450422

0.0106232294617564

0.0141643059490084

0.0177053824362606

0.0212464589235128

0.028328611898017

0.0354107648725213

0.0424929178470255

0.0495750708215297

0.0566572237960341

0.0637393767705383

0.0708215297450425

0.084985835694051

0.0991501416430595

0.113314447592068

0.127478753541077

0.141643059490085

0.155807365439094

0.169971671388102

0.18413597733711 -

0.1000

0.2000

0.3000

0.4000

0.5000

0.6000 Oc max= 0.4819

esfuerzo desviador VS deformacion unitaria #01

0.000354107648725268

0.00070821529745041

0.00141643059490082

0.00212464589235123

0.00283286118980164

0.00424929178470259

0.00566572237960341

0.00708215297450422

0.0106232294617564

0.0141643059490084

0.0177053824362606

0.0212464589235128

0.028328611898017

0.0354107648725213

0.0424929178470255

0.0495750708215297

0.0566572237960341

0.0637393767705383

0.0708215297450425

0.084985835694051

0.0991501416430595

0.113314447592068

0.127478753541077

0.141643059490085

0.155807365439094

0.169971671388102

0.18413597733711 -

0.1000

0.2000

0.3000

0.4000

0.5000

0.6000 Oc max= 0.4819

esfuerzo desviador VS deformacion unitaria #01

0.000358166189111804

0.00071633237822348

0.00143266475644696

0.00214899713467044

0.00286532951289392

0.00429799426934101

0.00573065902578797

0.00716332378223493

0.0107449856733525

0.0143266475644699

0.0179083094555874

0.0214899713467049

0.0286532951289399

0.0358166189111748

0.0429799426934097

0.0501432664756447

0.0573065902578797

0.0644699140401146

0.0716332378223496

0.0859598853868194

0.100286532951289

0.114613180515759

0.128939828080229

0.143266475644699

0.157593123209169

0.171919770773639

0.186246418338109 -

0.1000

0.2000

0.3000

0.4000

0.5000

0.6000

0.7000

0.8000

esfuerzo desviador VS deformacion unitaria #02

0.000358166189111804

0.00071633237822348

0.00143266475644696

0.00214899713467044

0.00286532951289392

0.00429799426934101

0.00573065902578797

0.00716332378223493

0.0107449856733525

0.0143266475644699

0.0179083094555874

0.0214899713467049

0.0286532951289399

0.0358166189111748

0.0429799426934097

0.0501432664756447

0.0573065902578797

0.0644699140401146

0.0716332378223496

0.0859598853868194

0.100286532951289

0.114613180515759

0.128939828080229

0.143266475644699

0.157593123209169

0.171919770773639

0.186246418338109 -

0.1000

0.2000

0.3000

0.4000

0.5000

0.6000

0.7000

0.8000

esfuerzo desviador VS deformacion unitaria #02

0.000355618776671464

0.000711237553342801

0.0014224751066856

0.0021337126600284

0.00284495021337121

0.00426742532005693

0.00568990042674254

0.00711237553342814

0.0106685633001423

0.0142247510668563

0.0177809388335704

0.0213371266002845

0.0284495021337127

0.0355618776671408

0.042674253200569

0.0497866287339971

0.0568990042674254

0.0640113798008535

0.0711237553342816

0.0853485064011379

0.0995732574679943

0.113798008534851

0.128022759601707

0.142247510668563

0.15647226173542

0.170697012802276

0.184921763869132 -

0.2000

0.4000

0.6000

0.8000

1.0000

1.2000

esfuerzo desviador VS deformacion unitaria #03