## Abstract The behavior of granular materials is known to depend on its loose or dense nature, which in turns depends both on density and confining pressure. Many models developed in the past require the use of different sets of constitutive parameters for the same material under different confini
Unified Sand Model Based on the Critical State and Generalized Plasticity
β Scribed by Ling, Hoe I.; Yang, Songtao
- Book ID
- 121281396
- Publisher
- American Society of Civil Engineers
- Year
- 2006
- Tongue
- English
- Weight
- 371 KB
- Volume
- 132
- Category
- Article
- ISSN
- 0733-9399
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The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (IS-Model 2012), is to be held in Beijing, China, during October 15-16, 2012. The symposium is organized by Tsinghua University, the International Association for Computer Methods and Advances
The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (IS-Model 2012), is to be held in Beijing, China, during October 15-16, 2012. The symposium is organized by Tsinghua University, the International Association for Computer Methods and Advances