Wu, Wei
Modern Trends in Geomechanics
Part I. General Aspects
1. Energy Methods for Constitutive Modelling in Geomechanics
I. F. Collins, A. T. T. Tai
2. Physical Background of Hypoplasticity
Gerd Gudehus
3. Thermodynamics of Porous Continua
G. T. Houlsby, A. M. Puzrin
4. Effective Stress Formulation of Unsaturated Soil Mechanics
F. Molenkamp
5. Progress in Binary Medium Modeling of Geological Materials
Z.-J. Shen
Part II. Constitutive Modelling
6. Generic Constitutive Ingredients in CSSM Models for Sands
Y. F. Dafalias, A. G. Papadimitriou, X. S. LI, M. T. Manzari
7. State Boundary Surface in Hypoplasticity
D. Mašín, I. Herle
8. Modelling of Bonded Soils with Unstable Structure
R. Nova
9. An Evaluation of Different Constitutive Models to Predict the Directional Response of a Reconstituted Fine-Grained Soil
C. Tamagnini, D. Mašin, D. Costanzo, G. Viggiani
10. Two Elastoplastic Models for Small and Large Strains and Their Use in Engineering Practise
P. A. Vermeer, R. Schwab, T. Benz
11. Elastic Visco-Plastic Models for the Time-Dependent Stress–Strain Behaviour of Geomaterials
J.-H. Yin
Part III. Micromechanics
12. Micro-Polar Effects under Monotonic and Cyclic Shearing
E. Bauer, J. Tejchman, S. F. Tantono, W. Huang
13. Modeling the Post-localization Regime with Local Second Gradient Models: Non-uniqueness of Solutions and Nonpersistent Shear Bands
P. Bésuelle, R. Chambon
14. Confined Compression and Rod Penetration of a Dense Granular Medium: Discrete Element Modelling and Validation
Y. C. Chung, J. Y. Ooi
15. Application of Discrete Element Method to Geomechanics
M. Jiang, H.-S. Yu
16. The Role of Particle Crushing in Granular Materials
G. R. McDowell
17. Micromechanical Study of Damage and Permeability Variation in Brittle Rocks
J. J. Zhou, J. F. Shao, D. Lydzba
Part IV. Analytical and Numerical Methods
18. Hydrologically Driven Slope Failure Initiation in Variably Saturated Porous Media
R. I. Borja, G. Oettl, B. A. Ebel, K. Loague
19. A Survey of Some Mathematical Results for Highly Frictional Granular Materials
G. M. Cox, N. Thamwattana, J. M. Hill
20. Double-Slip and Spin: Dilatant Shear in a Reduced Cosserat Model
D. Harris
21. The Linear Matching Method for Limit and Shakedown Analysis
A. R. S. Ponter, M. Boulbibane
22. On Recent Analytical Results for Advective Transport in Fluid-Saturated Porous Media
A. P. S. Selvadurai
Part V. Granular Materials: Theory and Experiment
23. Unusual Soil Behaviour and its Challenge to Constitutive Modelling
J. Chu
24. Histotropy of Hostun RF Loose Sand
T. Doanh, Z. Finge, S. Boucq, Ph. Dubujet
25. Incremental Nonlinearity in Phenomenological and Multiscale Constitutive Relations
F. Nicot, F. Darve
26. Long-term Deformations in Soils due to Cyclic Loading
A. Niemunis, T. Wichtmann, T. Triantafyllidis
27. On the Factors Affecting the Formation of Shear Band Systems in Non-Cohesive Soils Under Extensional Strain
T. Triantafyllidis, H. Wolf, D. König
28. Acceleration Waves in Hypoplasticity - 2D Analysis
B. Weingartner, V. A. Osinov, W. Wu
Part VI. Engineering Applications
29. Static and Cyclic Behavior of a Silty Sand According to Tests on Undisturbed Samples
A. B. Huang, Y. T. Huang
30. The Role of Analysis in Non-Displacement Pile Design
R. Salgado
31. Assessment of Uncertainties in Wellbore Stability Analysis
Y. Sheng, D. Reddish, Z. Lu
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Nyckelord: TECHNOLOGY & ENGINEERING / General TEC000000
- Författare
- Wu, Wei
- Yu, Hai-Sui
- Utgivare
- Springer
- Utgivningsår
- 2006
- Språk
- en
- Utgåva
- 1
- Kategori
- Teknologi, energi, trafik
- Format
- E-bok
- eISBN (PDF)
- 9783540357247