Constitutive modeling of geomaterials principles and applications
For three-dimensional constitutive modeling in this book, attention is paid to the so-called spatially mobilized plane (SMP) on which the shear-normal stress ratio is the quadratic mean of maximum shear-normal stress ratios between two respective principal stresses
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| Format: | Book |
| Language: | English |
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Boca Raton, FL
CRC Press,
2013
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Table of Contents:
- Introduction; Chapter 2
- Fundamentals of conventional elastoplasticity; Chapter 3
- Modeling of one-dimensional soil behavior; Chapter 4
- Ordinary modeling of three-dimensional soil behavior; Chapter 5
- Unified modeling of three-dimensional soil behavior based on the tij concept; Chapter 6
- Three-dimensional modeling of various soil features based on the tij concept; Chapter 7
- Conclusions of Part 1; Chapter 8
- Introduction to numerical and physical modeling; Chapter 9
- Tunneling. Chapter 10
- Earth pressure of retaining walls and bearing capacity of foundationsChapter 11
- Reinforced soils; Chapter 12
- Localization and shear band development in element tests;