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ASCE 9780784404607 2000

ASCE 9780784404607 2000

$39.00

Coupled Processes in Subsurface Deformation, Flow, and Transport

Published By Publication Date Number of Pages
ASCE 2000 355
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Bai and Elsworth describe fundamental principles and analytical and numerical approaches that may be applied in representing the coupled interaction of deformation, flow, and transport in porous or fractured geologic media.

PDF Catalog

PDF Pages PDF Title
6 CONTENTS
10 ACKNOWLEDGEMENTS
12 PREFACE
14 NOMENCLATURE
22 1 INTRODUCTION
1.1 STATE OF THE ART
1.1.1 Individual Process
28 1.1.2 Multiple Processes
31 1.1.3 Modeling Methodology
34 1.2 CONCEPTUAL PRELIMINARIES
1.2.1 Concepts and Assumptions
37 1.2.2 Fundamental Formulations
39 1.2.3 Definition of Heterogeneity and Anisotropy
41 1.2.4 Definition of Coupled Process
42 1.3 NOTATION PRELIMINARIES
1.3.1 Tensor
45 1.3.2 Sign Convention
48 2 DEFORMATION
2.1 INTRODUCTION
49 2.2 MATHEMATICAL FORMULATION
2.2.1 Homogeneous Media
51 2.2.2 Heterogeneous Media
57 2.3 PARAMETRIC STUDY
2.3.1 Effective Stress Law
70 2.3.2 Parametric Relations in Coupled Processes
77 2.3.3 Anisotropic Properties
88 3 FLOW
3.1 INTRODUCTION
3.2 MATHEMATICAL FORMULATION
89 3.2.1 Homogeneous Media
100 3.2.2 Heterogeneous Media
116 3.3 PARAMETRIC STUDY
3.3.1 Permeability
130 3.3.2 Compressibility
133 3.3.3 Anisotropic Effect
136 4 TRANSPORT
4.1 INTRODUCTION
4.2 MATHEMATICAL FORMULATION
137 4.2.1 Homogeneous Media
143 4.2.2 Heterogeneous Media
162 4.2.3 Comparative Analysis
164 4.2.4 Stochastic Processes
169 4.3 PARAMETRIC STUDY
4.3.1 Parameters for Homogeneous Media
171 4.3.2 Sensitivity Analysis for Heterogeneous Media
176 4.3.3 Convection-Dominated Transport
184 5 ANALYTICAL SOLUTION
5.1 INTRODUCTION
5.2 LAPLACE TRANSFORM
185 5.2.1 Flow
189 5.2.2 Transport
193 5.3 FOURIER TRANSFORM
195 5.3.1 Flow
198 5.3.2 Nonisothermal Flow and Deformation
202 5.4 HANKEL TRANSFORM
5.4.1 Flow
209 5.4.2 Flow and Deformation
215 5.5 DIFFERENTIAL OPERATOR METHOD
216 5.5.1 Flow
226 5.5.2 Transport
236 6 NUMERICAL SOLUTION
6.1 INTRODUCTION
237 6.2 FINITE ELEMENT PRELIMINARIES
6.2.1 Numerical Integration
6.2.2 Shape Functions
239 6.2.3 Global and Local Coordinate Mapping
240 6.2.4 Construction of a System of Equations
6.3 FINITE ELEMENT FORMULATION
6.3.1 Deformation
243 6.3.2 Flow
246 6.3.3 Coupled Deformation and Flow
252 6.4 FINITE ELEMENT MODEL
6.4.1 Cylindrical Model
254 6.4.2 Generalized Plane Strain
257 6.4.3 Dual-Porosity Media
261 6.4.4 Two-Phase Fluid Flow
272 6.5 MODEL VALIDATION
6.5.1 Analytical Solution of 1-D Consolidation
276 6.5.2 Comparative Analysis
286 7 APPLICATION
7.1 INTRODUCTION
7.2 TUNNEL SUBSIDENCE
287 7.2.1 Problem Definition
7.2.2 Numerical Modeling
289 7.2.3 Concluding Remarks
290 7.3 SLOPE STABILITY
7.3.1 Problem Definition
7.3.2 Finite Element Simulation
292 7.3.3 Case Analysis
294 7.3.4 Concluding Remarks
295 7.4 PERMEABILITY DETERMINATION
7.4.1 Unstressed Condition
301 7.4.2 Stressed Condition
308 7.4.3 Concluding Remarks
309 7.5 WELL TESTING
7.5.1 Flow
7.5.2 Flow and Deformation
314 7.5.3 Concluding remarks
7.6 CONTAMINANT TRANSPORT
7.6.1 Matrix Diffusion and Matrix Replenishment
317 7.6.2 Brief Formulation
320 7.6.3 Simulation
323 7.6.4 Concluding Remarks
326 REFERENCES
346 INDEX
A
B
C
347 D
348 E
F
349 G
H
350 I
J
L
M
351 N
O
352 P
353 Q
R
S
354 T
355 U
V
W

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