LRFD XPILE-LRFD User'sManualTranslate this page Next>프로그램을설치할폴더를확인하고계속진행여부를확인한후

LRFD

XPILE-LRFD Ver 1.0 For Windows!

User's Manual

2016. 05.

[C E G] : 176 1218

( , 2):[email protected]:http://www.ceg4u.com

:031-383-6864:031-383-2566

1 S/W 1

1. 1

2. 2

2.1 2

2.2 3

2.3 3

2.4 4

2.5 5

3. 6

3.1 6

3.2 6

4. 7

5. 7

2 S/W 8

1. 8

3 S/W 13

1. 13

1.1 13

1.2 13

1.3 14

1.4 15

1.5 15

1.6 16

1.7 17

1.8 17

1.9 18

1.10 18

1.11 19

1.12 (2D) 19

1.13 (3D) 20

1.14 20

1.15 21

2. 3 21

3. 22

4. GUI 22

4 S/W 24

1. 24

1.1 24

1.2 25

1.3 28

1.4 ( ) 34

1.5 35

2. 36

2.1 36

2.2 36

3. 39

3.1 39

3.2 40

3.3 44

3.4 46

3.5 52

3.6 55

4. 63

4.1 63

4.2 66

5. 72

5.1 (2D) 72

5.2 (3D) 76

6. 80

7. 83

7.1 83

7.2 83

7.3 84

8. 85

8.1 85

5 S/W 89

1. 89

1.1 89

1.2 (LRFD) 90

1.2 91

2. 92

2.1 (Monte Carlo Simulation) 92

2.2 94

3. 98

3.1 GSL (GNU Science Library) 98

3.2 99

3.3 104

4. 106

4.1 106

4.2 108

4.3 (Gauss Elimination) 109

5. 115

5.1 116

5.2 122

6. 126

6.1 126

6.2 130

7. 130

7.1 130

7.2 134

8. 136

8.1 136

8.2 137

6 140

1 S/W 1

1.1 1

1.2 2

1.3 3

1.5 5

1.6 5

1.7 6

1.8 7

2 S/W 8

3 S/W 13

3.1 13

3.2 14

3.3 14

3.4 15

3.5 16

3.6 16

3.7 17

3.8 17

3.9 18

3.10 18

3.11 19

3.12 (2D) 19

3.13 (3D) 20

3.14 20

3.15 21

3.16 3 22

3.17 Visual Studio Delphi XE 23

4 S/W 24

4.1 24

4.2 25

4.3 26

4.4 28

4.5 3D ( ) 34

4.6 35

4.7 36

4.8 37

4.9 38

4.10 38

4.11 39

4.12 40

4.13 41

4.14 42

4.15 42

4.16 43

4.17 45

4.18 46

4.19 47

4.20 47

4.21 48

4.22 48

4.23 50

4.24 51

4.25 51

4.26 52

4.27 53

4.28 53

4.29 54

4.30 54

4.31 55

4.32 56

4.33 - 56

4.34 57

4.35 58

4.36 58

4.37 59

4.38 - 59

4.39 - 60

4.40 - SPT 61

4.41 - CIP 62

4.42 63

4.43 63

4.44 64

4.45 64

4.46 65

4.47 66

4.48 67

4.49 68

4.50 68

4.51 69

4.52 70

4.53 70

4.54 70

4.55 70

4.56 70

4.57 71

4.58 71

4.59 72

4.60 (2D) 72

4.61 73

4.62 73

4.63 74

4.64 74

4.65 75

4.66 75

4.67 (3D) 76

4.68 77

4.69 77

4.70 78

4.71 79

4.72 79

4.73 80

4.74 80

4.75 81

4.76 81

4.77 83

4.78 84

4.79 84

4.80 85

4.81 - General 86

4.82 - Canvas 87

4.83 87

4.84 - Color 88

5 S/W 89

5.1 90

5.2 91

5.3 (inverse transformation technique) 93

5.4 (S), (R), (S-R) (PDF) 94

5.5 95

5.6 96

5.7 99

5.8 100

5.9 100

5.10 101

5.11 102

5.12 103

5.13 103

5.14 P-P Plot 105

5.15 Q-Q Plot 105

5.16 107

5.17 116

5.18 OCR 117

5.19 118

5.20 119

5.21 Boussinesq (Sowers, 1979) 127

5.22 (Duncan Buchignani, 1976) 128

5.23 133

5.24 (Tomlinson, 1987) 133

1 S/W 1

2 S/W 8

3 S/W 13

4 S/W 24

4.1 27

4.2 27

4.3 27

4.4 27

4.5 28

4.6 29

4.7 30

4.8 30

4.9 31

4.10 32

4.11 33

4.12 33

4.13 82

5 S/W 89

5.1 GSL 98

5.2 1 111

5.3 122

5.4 () 124

5.5 125

5.6 126

5.7 (1982) Bowles(1988)

129

5.8 (EPRI, 1983) 130

5.9 132

5.10 134

5.11 135

5.12 138

1 XPILE-LRFD Ver 1.0 Windows!

1

XPILE - LRFD Ver 1.0 For Windows!S/W

1.

.

(reliability index)

.

,

LRFD

XPILE - LRFD Ver 1.0 For Windows! - .

1.1

1 S/W 2

2.

2.1

, , , , , .

, , , , ,

. ,

.

1.2

2.2

.

.


1.3

2.3

.

. ,

, , SPT , CIP .

,

.

- -

1 S/W 4

- - SPT

- CIP

1.4

2.4

. ,

.

.

, .

.


1.5

2.5

.

, .pdf

.

1.6

1 S/W 6

3.

3.1

XPILE - LRFD Ver 1.0 For Windows! - .

1.7

3.2

XPILE - LRFD Ver 1.0 For Windows! -

.


1.8

4.

XPILE - LRFD Ver 1.0 For Windows!

[ : http://www.ceg4u.com ]

.

.

5.

: Delphi XE7 + Visual Studio 2010

: Windows 8

: 1280 X 1024

: Windows (XP, Vista, 7, 8, 10)

: 1280 X 1024 , 1280 X 1024

2 S/W 8

2


CD

CD .


Welcome to the LRFD Setup Wizard

Next > .

XPILE - LRFD Next >

. HASP Key , HASP Key

.

2 S/W 10

XPILE - LRFD program Next> .

Next > .


Desktop Icon Next >

.

. XPILE - LRFD

Install .

2 S/W 12

Install .

Finish .


3


1 .

1.1

.

.

, .

3.1

3 S/W 14

1.2

.

, ,

.

3.2

1.3

.

, .

3.3


1.4

.

,

.

.

3.4

1.5

, .

3 S/W 16

3.5

1.6

.

, ,

.

.

3.6


1.7

. ,

2 5 .

3.7

1.8

.

.

.

3.8

3 S/W 18

1.9

.

, . .

3.9

1.10

, .

, .pdf .

3.10


1.11

.

.

3.11

1.12 (2D)

.

,

. 2D .

3.12 (2D)

3 S/W 20

1.13 (3D)

3D 3 , 3D

3D .

3.13 (3D)

1.14

.

.

3.14


1.15

.

.

.

3.15

2 . 3

3D . 3D .

,

.

3 S/W 22

3.16 3

3.

.

4. GUI

Visual Studio C++

.

.


3.17 Visual Studio Delphi XE

RAD(Rapid application Development)

.

. ,

.

. ,

, .

.

.

, ,

. ,

. ,

.

. , ,

.

.

4 S/W 24

4


1.

1.1

. , , ,

( ) .

,

. ( ) .

4.1


1.2

, .

(1)

4.2

:

:

:

:

:

:

:

:

:

:

4 S/W 26

:

:

:

:

:

:

:

:

:

:

:

(2)

4.3


4.1

4.2

4.3

4.4

(2D) 2D

(3D) 3D

4 S/W 28

4.5

1.3

, , ,

, , .

. Name Property .

4.4

(1)

. Name .

Property , ,

. .


4.6

Name Property

Code

Name

Client

Manager

Engineer

Supervisor

Email

Unit

(2)

. Property

.

, .

ON/OFF .

4 S/W 30

4.7

Name Property

SID Sequence IDentification

SID Sequence IDentification .

. Description . Volume

.

Embankment .

ON/OFF .

(3)

. Property

.

, . ON/OFF

.

4.8

Name Property

.

SID Sequence IDentification

.

.

X X .

Y Y .

Z Z .


ON/OFF . Boring

.

(4)

. Property

. , , , , ,

. .

ON/OFF .

4.9

Name Property

OX, OY, OZ

(5)

. Property

.

.

4 S/W 32

4.10

Name Property

Type

Factor

X, Y, Z X, Y, Z

PX, PY, PZ X, Y, Z

MX, MY, MZ X, Y, Z

(6)

. Property

. .

.

.


4.11

Name Property

X X X

Y Y Y

(7)

, , , , ( )

( ) .

4.12

Name Property

ON/OFF ON/OFF

ON/OFF ON/OFF

ON/OFF ON/OFF

ON/OFF

4 S/W 34

1.4 ( )

3D . 3D

OpenGL

. 3

.

. 3D 3D

. N, W, S, E ,

TOP, BOTTOM, LEFT,

RIGHT, BACK, FRONT

. Z

.

4.5 3D ( )


1.5

( ) . ( )

. ,

. .

4.6

4 S/W 36

2 .

2.1

.

.

.

.

.

4.7

2.2

.

.

.


4.8

:

:

: .

.

: .

.

:

.

:

.

: .

(1)

.

.

add group

. OK .

.

4 S/W 38

4.9

(2)

.

add project

. OK .

.

4.10


3 .

3.1

. , OK .

4.11

1.

:

:

:

:

2.

:

:

:

4 S/W 40

:

3.

:

:

Tel :

Fax

:

3.2

, , ,

, .

. 1

. , , ,

.

,

.

.

4.12


: .

: .

: .

: .

: .

: .

: .

(1)

. , , ,

.

4.13

(2)

.

.

4 S/W 42

4.14

(3)

.

.

4.15


4.16

1.

:

:

2.

:

:

:

:

:

:

3. :

4.

Gamma :

Gamma Sat :

Cohesion :

4 S/W 44

:

Es :

:

5.

:

:

:

6.

:

:

:

:

7.

:

3.3

.

.

Design

. , , , .

. Foundation Shape

.

.


4.17

Design :

.

Close : .

1. Foundation Shape :

Rectangle

B :

L :

D :

2. Foundation :

Center

X : X

Y : Y

Z : Z

Design Level

4 S/W 46

X : X

Y : Y

Z : Z

DL Offset (m) :

Color :

2. Material Property :

:

E :

G :

Soil ks : ( )

Unit Weight :

3.4

.

.

.

.

4.18


(1)

.

.

DB OK

DB .

4.19

4.20

4 S/W 48

(2)

. DB

.

.

4.21

4.22


1. Basic

Kind :

Title :

2. Section Modulus

Pipe

Diameter :

Thickness :

Corrosion Thickness :

H Shape

Height :

Width :

Corrosion Thickness :

Thickness Web : H Web

Thickness Flange : H

3. Section Modulus

Moment of Inertia (Ix, Iy) :

Section Modulus (Zx, Zy) :

4. Pile Shape

Shape :

Made Length :

5. Input Data

Net Area, An :

Area, A :

Skin Length, U :

Unit weight, w :

Modulus of elasticity, E :

6. Allowable Stress

Tensile, Ta :

4 S/W 50

Compressive, Aa :

Bending, Ba :

Shear, Sa :

Prestress :

(3)

.

.

.

.

.

4.23

.

.


4.24

4.25

1. margin (m) :

2. Dia (mm) : -

4 S/W 52

3. (m) :

4. :

5. ( D) :

6. ( D) :

7. :

8. :

9. :

3.5

.

X, Y .

.

4.26

: .

: .

: .

:

:

OK : .


(1)

.

.

4.27

(2)

.

.

4.28

4 S/W 54

4.29

(3)

.

.

4.30


4.31

1. Load Information

Name :

Load Factor :

Color :

2. Point Load

X, Y, Z : X, Y, Z

PX, PY, PZ : X, Y, Z

MX, MY, MZ : X, Y, Z

3.6

.

. ,

.

.

4 S/W 56

4.32

(1)

.

. .

4.33 -


-

1. : ,

:

4.34

Su :

4 S/W 58

4.35

2. : ,

3. :

sd :

td :

qu :

4. :

:

:

:

:

4.36


4.37

-

4.38 -

4 S/W 60

1. : , ,

.

OCR :

Su :

, .

2. :

:

:

:

:

-

4.39 -

, .

1. :


:

:

:

:

- SPT

4.40 - SPT

1.

N : N .

2. :

:

:

:

:

4 S/W 62

(2)

.

.

4.41 - CIP

- CIP

1.

Su :

2.

N60 : N

3.

qu :

E :

m, s : 4.47

:


4.42

4 .

4.1

.

.

4.43

.

.

4 S/W 64

4.44

4.45


1.

Fixed :

Free :

No Skin Depth :

Scour Depth :

Soil kh : ; soilkh

4.46

Split Interval:

Water Weight :

2.

4 S/W 66

3.

4.2

.

Start .

.

.

. ,

.

. ( 1 )

4.47

(1)

,

.


4.48

: .

: .

: .

(2)

.

4 S/W 68

4.49

4.50


1.

4.51

:

(%) :

(%) :

:

:

method1

method2

2.

. (2), (3),

(4), (5), (6)

.

. ,

.

4 S/W 70

4.52

.

4.53 4.54

. .

.

4.55 4.56


4.57

.

4.58

. .

Q-Q Plot .

4 S/W 72

4.59

5 .

5.1 (2D)

(2D)

2

.

4.60 (2D)


(1)

2D

.

.

.

4.61

4.62

4 S/W 74

.

.

.

4.63

4.64

.


4.65

(2)

.

4.66

4 S/W 76

5.2 (3D)

(3D)

3

.

4.67 (3D)

ON/OFF .

.

.


4.68

(1)

.

.

4.69

4 S/W 78

(2)

.

4.70

(3)

.


4.71

(4)

.

4.72

4 S/W 80

4.73

6 .

.

4.74


(1) .pdf

.

.

4.75

(2)

.

4.76

4 S/W 82

4.13

pdf .pdf


7 .

7.1

Hasp key

.

.

.

.

4.77

7.2

. .

4 S/W 84

4.78

7.3

.

.

4.79


8 .

8.1

.

OK

.

4.80

4 S/W 86

4.81 - General

1. Boring

scale :

2. Vertex Selection

Allowable Distance :

3. 3D Scale

scale : 3D

4. Grid Translation

X Translation : 3D X

Y Translation : 3D Y

Z Translation : 3D Z


4.82 - Canvas

1. Ruller

Grid intv : ( .)

2. Light

Latitude :

Longitude :

Height :

Change Light Position :

4.83

4 S/W 88

3. Triangulation

Element Count :

DesignLevel arm Length :

4. Load

Scale :

4.84 - Color

1. Attribute Range

Minumum Value :

Maximum Value :

Safe Value :

2. Pile

Color :

3. Background Gradation

Start :

Finish :


5


1.

1.1

.

. , , .

(ultimate limit state: ULS)

(serviceability limit state: SLS)

.

.

, (safety margin)

, .

, .

5 S/W 90

5.1

. ( )

.

( )

. ,

. ,

.

1.2 (LRFD)

, , ( )

(calibration) , (target

reliability) .

.

, (resistance factor) R (nominal resistance)

(load factor)

(nominal load)


( )

. 1.0 1.0 .

5.2

Q R (probability density function, PDF)

,

. , , ,

(nominal value) .

1.3

"

.

.

,

.

.

, :

:

:

:

:

5 S/W 92

2.

2.1 (Monte Carlo Simulation)

1)

. , (

) .

,

.

(MCS) .

.

. .

,

. , .

.

.

2) MCS

(MCS)

.

.

MCS .

, (indicator function) .

i f i f


.

. , MCS

. , (ASD)

( ) ,

.

.

MCS , ,

0 1

(pseudo random number)

. 0 1 ,

. (inverse transformation technique) 2.4

. .

.

5.3 (inverse transformation technique)

,

5 S/W 94

.

2.2

1)

(

, 1999). (limit state) ,

1) (ultimate limit state), 2)

(serviceability limit state), 3) (fatigue limit state) .

( g, limit state function)

. (S) (R) .

( g > 0 ) ( , g < 0)

.

(S) (R) , ( Pf, probability of failure)

(0) .

5.4 (S), (R), (S-R) (PDF)

(reliability index, ) (coefficient of variation, = / ) ,

(reduced variable)


.

5.5

2)

, , ,

, ,

.

.

5 S/W 96

, ( , ) , (reliability

index) (safety index) . ,

( ) . ( )

.

, 5.7

.

5.6

.

, R Q

,

(FDM, finite difference method)

.

.


3)

Level I, II, III

. Level I ( , LRFD ) (target reliability index)

(partial safety factor) .

Level II (FOSM, SOSM) , ,

(moment method) .

Level III (Monte Carlo simulation, MCS)

, 0 ( , )

.

,

(simulation method, ) .

5 S/W 98

3.

3.1 GSL(GNU Science Library)

GSL(GNU Scientific Library) C C++

. GSL GNU GPL(GNU General Public License) .

, ,

. (test suit) 1000 .

. .

5.1 GSL

(Complex Numbers) (Roots of Polynomials)

(Special Functions) (Vectors and Matrices)

(Permutations) (Sorting)

BLAS (BLAS Support) (Linear Algebra)

(Eigensystems)

(Fast Fourier Transforms)

(Quadrature) (Random Numbers)

(Quasi-Random Sequences) (Random Distributions)

(Statistics) ( , Histograms)

N- (N-Tuples) (Monte Carlo Integration)

(Simulated Annealing) (Differential Equations)

(Interpolation) (Numerical Differentiation)

(Chebyshev Approximation) (Series Acceleration)

(Discrete Hankel Transforms) ( , Root-Finding)

(Minimization) (Least-Squares Fitting)

(Physical Constants) IEEE (IEEE Floating-Point)

(Discrete Wavelet Transforms) (Basis splines)


3.2

1) (normal distribution)

,

( )

. ( ) , m : 68.3%, m2 :

95.9%, m3 : 99.7%, m3 0.3%

.

Probability density function Cumulative distribution function

5.7

2) (log-normal distribution)

x ( , 2) .

0 x

. exp [ +( 2/2)], [exp ( 2-1}exp(2 + ( 2)] .

5 S/W 100

x

.


5.8

3) (uniform distribution)

.

.

.


5.9


4) (Weibull Distribution)

(Weibull distribution) . (Waloddi Weibull)

. - (Rosin-Rammler distribution)

.

.

,

. .


5.10

5) (exponential distribution)

.

5 S/W 102

c c2 .

.


5.11

6) (Beta distribution)

[0,1] .

(probability density function) .

(gamma function) . B(.,.) 1

.



5.12

7) (gamma distribution)

.

p(n) . x 1 .


5.13

5 S/W 104

3.3

1)

. , ,

.

. (mean, ) (standard

deviation, ) .

(coefficient of variation, COV)

.

(probability distribution) .

. ,

(normal distribution) ( , 1999).

.

Least squares analysis(smallest on a probability plot) Wirsching-Carlson method(W and S statistic)

Kolmogorov-Smirnov statistic

-statistic


2) Q-Q Plot

. .

P-P Plot(Probability- probability Plot)

.

Q-Q Plot(Quantile-quantile Plot) . Q-Q Plot

P-P Plot .

Q-Q Plot .

.

5.14 P-P Plot

5.15 Q-Q Plot

5 S/W 106

3)

.

.

. .

, , ,

.

4.

4.1

. (Low and Tang,

1997).

.

min

, , , .

,

. Ellipsoid

2.17 .


5.16

( ) 2 .

(Quadratic Programming) .

2 .

min ,

, :

:

:

:

:

:

:

:

:

:

:

. Positive

5 S/W 108

semidefinite .

. 1

.

.

min

1 .

.

1 .

4.2

, Joseph L. Lagrange

. . ( 1 )

max

,

, (k+1)

. , , . ,

0 ,


.

, (

= + ) 2 , 3 , ... k+2, k+3, ...

. ,

.

4.3 (Gauss Elimination)

1)

,

.

. 2 ,

. .

2 .

.

n n 1

. 1

5 S/W 110

. ,

. ,

.

. . (determinant) , (adjoint) A

. ,

(cofactor) , .

,

. , ,

. . ,

. ,

Gauss-Jordan , Gauss , (nonsingular)

Cholesky . , ,


. Jacobi , Gauss-Seidel , SOR

(Successive Over-Relaxation) . 0 ,

. 5.6 .

5.2 1

Gauss-Jordan

Gauss

Cholesky

: n3/2

: n3/3

Gauss 1/2

Jacobi

Gauss-Seidel

SOR

,

,

2)

(Gaussian elimination) . G.E. .

(systems of linear equations)

(algorithm)

1

Gauss . Gauss , 1

1 . ,

5 S/W 112

. , , ,

U : Upper Trigonometric Matrix( )

L : Lower Trigonometric Matrix( )

. .

3) (Forward Elimination)

( 1 ) , 1 2 .

.

.

( 2 ) , (4.9) 3 .


.

. , 4 . ,

( )

, 1 . , Pivot

.

. , ,

5 S/W 114

.

4) (Backward Substitution)

,

.

. ,

.

.

Gauss . Gauss

. , ,

, . , Pivot 0 0

, . ,

Pivot E_EPS (= ) .


5) Pivot

Gauss , Pivot 0

, 0 . 0 , 0 0

, . , 2

,

, , (Pivot)

. Pivot .

, . , Pivot

. , Pivot 0 0

, . Pivot

. , Pivot ,

.

5.

,

, .

, ,

. , ,

.

5 S/W 116

5.1

.

Nordlund Thurman ,

.

, Nordlund Thurman .

1)

.

, .

, :

: (MPa)

5.17


.

.

OCR .

, : (MPa) : OCR

5.18 OCR

.

.

, : (MPa) :

5 S/W 118

5.19

. Nordlund Thurman

,

.

. .

cos

sin

, ,

,

:

:

: (MPa) : ( )

: ( )

, ,

, Nordlund/Thurman

.


(a) (b)

(c) (d)

(e) (f)

5.20

5 S/W 120

2)

. (SPT)

, , ,

, .

.

,

log

, : SPT( /300mm)

N : SPT ( /300mm)

: (mm)

: (mm)

: 0.4 , 0.3

. (MPa)

.

( , H )


, : (MPa)

: SPT

( /300mm)

SPT .

3)

5.7 ,

.

,

, : (MPa)

:

:

: (mm)

: (mm)

: (mm)

: 0 .

: (mm)

.

5 S/W 122

5.3

/

-

,

:

0.35

0.25

0.40

: Norldlund / Thurman

SPT

0.45

0.30

0.45

5.2

, ,

. ,

.

.

.

1)

.

.

.

,

, = 0.55

,

, : ( =0.101 MPa)


: (MPa)

: ( )

,

, : (mm)

: (mm)

: (MPa)

2)

.

.

, ,

,

,

, : (MPa) : ( )

: (mm)

: N ,

5 S/W 124

,

,

,

3)

.

Horvath Kenney(1979) .

, : (MPa)

: ( =0.101 MPa)

:

: (MPa)

5.4 ()

1.0 1.0

0.5 0.8

0.3 0.7

0.1 0.55

0.05 0.45


2 , 1.5 ,

2 ,

, : ( , Hoek and Brown, 1988)

= (MPa)

5.5 (Hoek and Brown,1988)

A= Ca rb on a te ro ck s w ith w e ll d eve lo pe d cry s ta l c le a vage

B= L ith if ie d a rg illa ce ou s ro ck sC =A re n a ce ou s ro ck s w ith s tron g c ry sta l c le a vage

D = F in e g ra in e d po lym in e ra llic ig n eo u s cry s ta l lin e ro c ksE= C oa rse g ra in e d po lym in e ra llic ig n eo us & m e tam o rph ic

c ry sta ll in e ro c k s

A B C D E

CSIR : RMR=100

7 .001 .00

1 0 .0 01 .0 0

1 5 .0 01 .00

17 .0 01 .0 0

2 5 .0 01 .0 0

Tightly interlocking undisturbed rock with

unweathered joints at , (900~3000mm )

CSIR : RMR=85

2 .400 .0 8 2

3 .4 30 .0 8 2

5 .140 .0 8 2

5 .8 20 .0 8 2

8 .56 70 .08 2

, (900~3000mm )

CSIR : RMR=65

0 .5 7 50 .0 0 2 9 3

0 .8 2 10 .00 2 9 3

1 .2 3 10 .0 0 2 9 3

1 .3 9 50 .0 0 2 93

2 .05 20 .0 02 9 3

( 300~900mm)CSIR : RMR=44

0 .1 2 80 .0 0 0 0 9

0 .1 8 30 .00 0 0 9

0 .2 7 50 .0 0 0 0 9

0 .3 1 10 .0 0 0 09

0 .45 80 .0 00 0 9

50~300mm

(gouge) ; clean compactedwaste rock.CSIR : RMR=23

0 .0 02 93 1 0 -6

0 .0 4 13 1 0 -6

0 .0 6 13 1 0 -6

0 .0 6 93 1 0 -6

0 .10 23 1 0 -6

50mm . Waste rock with fines.

CSIR : RMR=3

0 .0 0 71 1 0 -7

0 .0 1 01 1 0 -7

0 .0 1 51 1 0 -7

0 .0 1 71 1 0 -7

0 .02 51 1 0 -7

5 S/W 126

5.6

/ /

,

(O'Neil Reese, 1999) 0.45



O'Neil Reese (1999) 0.50

IGM O'Neil Reese (1999) 0.60

IGM O'Neil Reese (1999) 0.55

Horvath Kenney (1979)

O'Neil Reese (1999)

Carter Kuhawy (1988)

0.55

0.55

0.50

Canadian Geotech, society (1985)

(Canadian Geotech,

society, 1985)

O'Neill Reese (1999)

0.50

6.

, .

,

.

(= )

.

6.1

1)

. , ,

. . ,

( ) .


, = ( ) (mm)

= (mm)

= (mm)

,

. ( )

L>5B 5.22

.

5.21 Boussinesq

(Sowers, 1979)

2)

.

5.23

.

,

log

5 S/W 128

,

: 3.6 .

, . (MPa)

: (mm)

: (mm)

:

: (=) : 5.23 (mm)

: SPT

( /300mm)

: SPT ( /300mm)

: (MPa)

(a) (b)

5.22 (Duncan Buchignani, 1976)

3)

. 5.24

.

.


, : (MPa)

: (mm)

: 3.5 (MPa)

: 5.12

: , 5.11

5.7 (1982) Bowles(1988)

,

, (MPa)

:

2.4 ~ 15

15 ~ 50

50 ~ 100

0.4 ~ 0.5

( )

, ,

0.4

0.7

1.0

1.1

15 ~ 60

2 ~ 20

0.1 ~ 0.3

0.3 ~ 0.35

1.1

:

7.5 ~ 10

10 ~ 20

20 ~ 25

0.25

400~10001500~2400

3000~4000

:

10 ~ 25

25 ~ 50

50 ~ 75

0.20 ~ 0.35

0.30 ~ 0.40

:

25 ~ 75

75 ~ 100

100 ~ 200

0.2 ~ 0.35

0.3 ~ 0.4

5 S/W 130

5.8 (EPRI, 1983)

L/B , ( ) ,

1.04 1.13

1 1.06 1.08

2 1.09 1.10

3 1.13 1.15

5 1.22 1.24

10 1.41 1.41

6.2

1)

.

.

.

.

.

7.

. , ,

.

7.1

1)

.


N .

,

: ( ) -

: 5.14

2)

N .

, = 5.14

= (N)

.

.

.

,

1:4 .

. 5.25

.

.

,

: 5.25 (mm)

: 5.25 (mm)

5 S/W 132

: 5.24 (mm)

: (MPa)

: , , (N)

5.9

=

,

,

,

, = (mm)

= (mm)

,

= (mm)

= (mm)

= (mm)

= (mm)

= (mm)

= (N/mm)

= (N/mm)

= (N/mm)

,

.

5.14 .


5.23 (Tomlinson, 1987)

5.24 (Tomlinson, 1987)

5 S/W 134

5.10

/

,

Nordlund

SPT

CPT

0.35

0.25

0.20

0.30

0.25

0.40

0.60

, 0.50

7.2

.

.

1)

.

.

5.15 .

.

,

,


(mm)

:

: (mm)

: (mm)

: (mm)

: 2 (MPa)

: 3.9

. 0.0

8.0 . , .

.

2)

.

5.15 .

5.11

/ /

,

(O'Neill Reese, 1999) 0.35

(O'Neill Reese, 1999) 0.45

Horvath Kenney (1979)

Carter Kulhawy (1988)0.4

, 0.45

5 S/W 136

8.

.

, .

8.1

, .

.

1)

, : X

: Y

: Z

2)

, : X

: Y

: Z

: X

: Y

: Z


: X

: Y

: Z

8.2

0 , 0 , 0

, .

3 .

1)

3 .

, .

, :

:

: , ,

: 0

5 S/W 138

,

, cos sin sincos sin cos cos cos sin

cos sin sin cos sin sin

, : (tonf)

: (tonf)

: 0 (tonf m)

: 0 (m)

: 0 (m)

: (rad)

: i x (m)

: i ( )

,,, :

: (

) (tonf m)

: i ( )

5.12

,

0 0

0 0


, : (tonf/m)

: (m)

: (tonf m)

: (m)

5 S/W 140

6

XPILE - LRFD Ver 1.0 For Windows!

http://www.wikipedia.org/

, , , (2007). "

", , pp. 1-10.

, , (1999), ,

, ,

(2008) LRFD

, , (2005), MCS ,

, 25 , 3C , pp. 181-188

B.K., Low, W.H., Tang, Efficient Reliability Evaluation Using Spreadsheet, Journal of Engineering

Mechanics. Vol. 123, no. 7, pp. 749-752. July 1997.

Hasofer, A. M. and Lind, N. C. (1974), Exact and Invariant Second Moment code Format,

Journal of Engineering Mechanics Division, ASCE, 100(EM1), pp. 111-121.

Kulhawy, F., nd Phoon, K.(1996), Engineering Judgment in the Evolution from Deterministic to

Reliability-Based Foundation Design, Proceedings of the 1996 Conference on Uncertainty

in the Gelologic Environment, UNCERTAINTY '96, Part I, Madison, WI, ASCE, NY, pp. 29-48

Low, B.K. and Phoon, K.K. (2002) "Practical first-order reliability computations using

spreadsheet." In Proc. Int. Conf. Probabilistics in GeoTechnics: Technical and Economic Risk

Estimation, pp. 30-46, Graz.

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