会议专题

The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (第二届国际岩土本构模型研讨会(IS-Model 2012))

总文献量: 105篇会议类型: 国际会议会议地点: 北京主办单位: 中国力学学会会议日期: 2012-10-15

文章浏览

Simplified Modelling of Isotache Concept for Consolidation

Yoichi Watabe Serge Leroueil

Numerical Simulation of Direct Shear Test Using Elliptical Particles

Morteza Naeij Ali Aaghar Mirghasemi

On the Modeling of Transition from a Diffuse to a Localized Damage

Dashnor Hoxha Amine Sbitti Senjen Wu Naima Belayachi Duc-Phi Do

Review of Elastic Visco-Plastic Modeling of the Time-Dependent Stress-Strain Behavior of Soils and Its Extensions and Applications

Jian-Hua Yin

Effect of Air Entrapment on Unsaturated Flow in Porous Media

Pan Chen Changfu Wei Jili Wang Houzhen Wei Tiantian Ma

Investigation of Behavioral Aspects of Flexible Pavement under Various Conditions by Finite Element Method

M.S.Ranadive A.B.Tapase

Uniqueness of Numerical Experimental Results and Contribution to Constitutive Model by DEM

Kiichi Suzuki

3D Large Deformation FE Analysis of Spudcan Foundations on Layered Clays Using CEL Approach

Jingbin Zheng Muhammad S.Hossaln DongWang

Ground Response Curve (GRC)and Excavation Damage Zone Based on an Isotropic Damage Model

Hamed Molladavoodi

To Which Extend the Failure Mode Originates from Microstructure?

Francois Nicot Nejib Hadda Franck B ourrier Luc Sibille Félix Darve

Micromechanical Poroplasiticty Damage Formulations for Saturated Microcracked Rocks

Qi-zhi Zhu Ni Xie Jian-fu Shao

A Comparison of Four Elastic Visco-Plastic Models for Soft Clay

David Nash Matthew Brown

Large Deformation Analysis of Spudcan Penetration into Sand Overlying Normally Consolidated Clay

Pan Hui Dong Wang Mark Cassidy Qing Yang

A Research on the Full State Function Constitutive Relation Model

Zhenhai Wei Mengshu Wang Dingli Zhang

Back Analysis of Treporti Test Embankment with a Time Dependent Small Strain Stiffness Constitutive Model

Thomas Benz Valentina Berengo Paolo Simonini Martino Leoni

A Mohr-Coulomb Failure Criterion for Rocks Subjected to Dynamic Loading

Kaiwen Xia

Some Strengths and Weaknesses of Overstress Based Elastic Viscoplastic Models

T.M.Bodas Freitas D.M.Potts L.Zdravkovic

Stress-Dependency of Intergranular Strain

A.B.Tsegaye B.W.Ygzaw Thomas Benz

Anisotropic Porochemoelectroelastic Solution for Inclined Wellbores with Applications to Operations in Unconventional Shale Plays

Minh H.Tran Younane N.Abousleiman

Study of Anisotropies Evolution in Direct Shear Test Using Discrete Element Method

Morteza Naeij Ali Aaghar Mirghasemi