Constitutive modeling of geomaterials [electronic resource] : advances and new applications / Qiang Yang [and others] (eds.)
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...
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| Format: | Electronic eBook |
| Language: | English |
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Berlin ; New York :
Springer,
©2013.
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| Series: | Springer series in geomechanics and geoengineering.
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Table of Contents:
- Shear Strength Criteria for Rock, Rock Joints, Rockfill, Interfaces and Rock Masses / Nick Barton
- Revisiting the Paradigm of Critical State Soil Mechanics: Fabric Effects / Yannis F. Dafalias and Xiang-song Li
- Disturbed State Concept (DSC) for Constitutive Modeling of Geologic Materials and Beyond / Chandrakant S. Desai
- Three-Dimensional Failure in Geomaterials: Experimentation and Modeling / Poul V. Lade
- FEM Implementation of Micropolar Hypoplastic Model / J. Lin and W. Wu
- Failure Mechanism and Control of Geotechnical Structures / Q. Yang, K.D. Leng, Q. Chang and Y.R. Liu
- Back Analysis of Treporti Test Embankment with a Time Dependent Small Strain Stiffness Constitutive Model / Thomas Benz, Valentina Berengo, Paolo Simonini and Martino Leoni
- Rate Dependent Elastoviscoplastic Model / Chandrakant S. Desai and Shantanu M. Sane
- Some Strengths and Weaknesses of Overstress Based Elastic Viscoplastic Models / T.M. Bodas Freitas, D.M. Potts and L. Zdravkovic
- Comparison of Anisotropic Rate-Dependent Models at Element Level / Minna Karstunen, Mohammad Rezania and Nallathamby Sivasithamparam
- A Comparison of Four Elastic Visco-Plastic Models for Soft Clay / David Nash and Matthew Brown.
- A Rate-Dependent Viscous Model for Sand / Fang-Le Peng, P. Chattonjai, Zhen Hua and Ke Tan
- A Review on Creep of Frozen Soils / Jilin Qi, Songhe Wang and Fan Yu
- Influence of Recycled Asphalt Pavement on Creep Compliance of Hot Mix Asphalt / Pranshoo Solanki, David Adje, Musharraf Zaman and Zahid Hossain
- Simplified Modelling of Isotache Concept for Consolidation / Yoichi Watabe and Serge Leroueil
- Nonlinear Creep Behavior of Normally Consolidated Soft Clay / Ze-Xiang Wu, Yin-Fu Jin and Zhen-Yu Yin
- Review of Elastic Visco-Plastic Modeling of the Time-Dependent Stress-Strain Behavior of Soils and Its Extensions and Applications / Jian-Hua Yin
- Examination on Time-Dependent Soil Models in One-Dimensional Consolidation / Yixing Yuan and Andrew J. Whittle
- Criterion for Flow Liquefaction Instability / José E. Andrade, Alfonso M. Ramos and Arcesio Lizcano
- Influence of Grain Breakage on Critical State / Wei Hu, Zhen-Yu Yin, Christophe Dano and Pierre-Yves Hicher
- Compressible Fluid
- An Alternative Concept within CSSM / Tomislav Ivšić and Astrid Gojmerac Ivšić
- Investigation of Critical States and Failure in True Triaxial Tests of Clays / Victor N. Kaliakin and Andres Nieto Leal
- Micromechanics of the Critical State of Granular Materials / N.P. Kruyt
- A Critical State Sand Model with Elastic-Plastic Coupling / Ali Lashkari and Ali Golchin
- Influence of Grain Size Distribution on Critical State of Granular Materials / Gang Li, Carlos Ovalle, Christophe Dano and Pierre-Yves Hicher
- On Simulation of Strain Localization Using Microplasicity Constitutive Models / Majid T. Manzari and Karma Yonten
- Simulation of Isotropic Cyclic Compression by an Elasto-viscoplasitc Constitutive Model Based on the Nonlinear Kinematic Hardening Rules / Fusao Oka and Sayuri Kimoto
- Rotational Hardening and Uniqueness of Critical State Line in Clay Plasticity / Mahdi Taiebat and Yannis F. Dafalias
- A Modified Bounding Surface Hypoplasticity Model for Sands / Gang Wang and Yongning Xie
- Soils in Space / David Muir Wood
- Unique Quantification of Critical State in Granular Media Considering Fabric Anisotropy / Jidong Zhao, Ning Guo and Xiang-song Li.
- Peculiarities of Limiting States in Simulated Drained and Undrained Assemblies of Elliptical Particles / Leo Rothenburg and Roberto Olivera-Bonilla
- Microstructural Modeling of Granular Materials with Inner Forces / Pierre-Yves Hicher
- Time Effects Relate to Particle Crushing in Granular Materials / Poul V. Lade
- A Power Law for Elastic Moduli of Unsaturated Soil / Ning Lu
- Application and Meaning of the tij Concept / Teruo Nakai
- A Simplified Model for Clayey Rocks Having a Plastic Porous Matrix / Wanqing Shen, Jianfu Shao and Djimédo Kondo
- Anisotropic Porochemoelectroelastic Solution for Inclined Wellbores with Applications to Operations in Unconventional Shale Plays / Minh H. Tran and Younane N. Abousleiman
- Modeling Ground-Shell Contact Forces in NATM Tunneling, Based on 3D Displacement Measurements / Shafi Ullah, Bernhard Pichler and Christian Hellmich
- Discrete Modeling of Fluid-Particle Interaction in Soils / Jidong Zhao and Tong Shan
- Realistic Simulation of Progressive Brittle Rock Failure Near Excavation Boundary / M. Cai
- Excavation Damaged Zone Modelling in Claystone with Coupled Second Gradient Model / Frédéric Collin and Benoît Pardoen.
- On the Modeling of Transition from a Diffuse to a Localized Damage / Dashnor Hoxha, Amine Sbitti, Senjen Wu, Naima Belayachi and Duc-Phi Do
- A Micromechanical Model for Time Dependent Behavior Related to Subcritical Damage in Quasi Brittle Rocks / Yaoying Huang and J.F. Shao
- Study on Equivalent Rheological Damage Model for Jointed Mass / Yaoying Huang and Hong Zheng
- On the Solubilities of Anhydrite and Gypsum / Serafeimidis Konstantinos and Anagnostou Georg
- Binary Medium Model for Rock Sample / Enlong Liu and Jianhai Zhang
- Study of Rock Bending Failure Mechanism Based on a Proposed Damage Model / Hamed Molladavoodi and Ali Mortazavi
- To Which Extend the Failure Mode Originates from Microstructure? / François Nicot, Nejib Hadda, Franck Bourrier, Luc Sibille and Félix Darve
- Excavation Damage Zone at High Depths: Field Cases and Coupled Analysis / Jean Vaunat, Antonio Gens and Benoit Garitte
- A Mohr-Coulomb Failure Criterion for Rocks Subjected to Dynamic Loading / Kaiwen Xia
- An Elasto-plastic Model and Its Return Mapping Scheme for Anisotropic Rocks / Wei-ya Xu, Jiu-chang Zhang, Ru-bin Wang and Jin-jian Gu
- Micro-gas Hypothesis for Behaviors of Rocks under Loading / Zhong Qi Yue (Quentin)
- Micromechanical Poroplasiticty Damage Formulations for Saturated Microcracked Rocks / Qi-zhi Zhu, Ni Xie and Jian-fu Shao
- Achieving High Range Elastic Properties of Soil Mass for More Stable and Durable Geostructure / Gokul K. Bayan
- Effect of Air Entrapment on Unsaturated Flow in Porous Media / Pan Chen, Changfu Wei, Jili Wang, Houzhen Wei and Tiantian Ma
- On the Mechanical Behaviour of the Gibraltar Strait Breccias / Weixin Dong, E. Pimentel and G. Anagnostou
- Estimation of Tri-axial Behaviour of Pilani Soil Using the Results of Direct Shear Test as a Function of Pore Water Content / K. Kumar
- Discrete Element Investigation of the Asymptotic Behaviour of Granular Materials / D. Mašín
- Mechanical Behavior of Granular Particles with Different Angularities / M.M. Mollanouri. Sh and Ali Aaghar Mirghasemi
- Numerical Simulation of Direct Shear Test Using Elliptical Particles / Morteza Naeij and Ali Aaghar Mirghasemi
- Study of Anisotropies Evolution in Direct Shear Test Using Discrete Element Method / Morteza Naeij and Ali Aaghar Mirghasemi
- A Micromechanics-Based Modeling the Simple Shear Behaviors of Granular Materials / J.G. Qian, Z.P. You and Maosong Huang.
- Evolution of Fabric in the Shearing Process Based on Micromechanics / Homayoun Shaverdi, Mohd. Raihan Taha and Farzin Kalantary
- Determination of Crystallinity of Alkali Activated Flyash by XRD and FTIR Studies / D.N. Singh, Bhagwanjee Jha and Kadali Srinivas
- Stress-Dependency of Intergranular Strain / A.B. Tsegaye, B.W. Ygzaw and Thomas Benz
- On Shear-Volume Coupling in Deformation of Soils / A.B. Tsegaye, S. Nordal and Thomas Benz
- Influence of Various Experimental Conditions on Shear Behavior of Compacted Sandy Soil under Unsaturated Condition / Yuan Zhang, Tatsuya Ishikawa, Tetsuya Tokoro and Satoru Shibuya
- Investigation on Strain Localization of Coal Using Micro-finite Difference Modelling / Yixin Zhao, Jingli Han, Yaodong Jiang, Zhongsheng Tian and You Yu
- An Elasto-plastic Model for Liquefiable Sands Subjected to Torsional Shear Loadings / Gabriele Chiaro, Junichi Koseki and L.I. Nalin De Silva
- A Micromechanics Based Model for Cemented Granular Materials / Arghya Das, Alessandro Tengattini, Giang Nguyen and Itai Einav
- Modelling the Thermo-plasticity of Unsaturated Soils / Bertrand François and Lyesse Laloui.
- Modeling the Dilatancy of Overconsolidated Clay / Zhiwei Gao and Jidong Zhao
- Current Situation of Constitutive Model for Soils Based on Thermodynamics Approach / Xiao-xia Guo, Xiang Sun, Long-tan Shao and Bo-ya Zhao
- Constitutive Modeling of Cemented Sands Using Critical State Soil Mechanics and Generalized Plasticity Concepts / Amir Hamidi and Ehsan Ravanbakhsh
- Comparison between Feature of Modified Cam-Clay Model and UH Model / Wei Hou and Yangping Yao
- Experimental Investigation and Three Dimensional Constitutive Modeling of Principal Stress Rotation in Shanghai Soft Clay / Maosong Huang and Yanhua Liu
- From Internal Structure to Constitutive Modeling of Granular Assemblies / Xia Li
- Extension of Mohr-Coulomb Model into State Dependent Softening of Sand and Its Application in Large Deformation Analysis / Xu Li, Yuxia Hu and David White
- A Constitutive Model of Sand Considering the State-Dependent and the Effect of Direction of Principal Stress / Peng Liu, Maotian Luan and Zhongtao Wang.
- An Elastoplastic Constitutive Model of Unsaturated Soils with Coupling of Capillary Hysteresis and Skeletal Deformation / Tian-tian Ma, Chang-fu Wei, Pan Chen and Hou-zhen Wei
- Explicit Incorporation of Asymptotic States into Hypoplasticity / D. Mašín
- Simple and Unified Modelong of Time-Dependent Behavior for Various Geomaterials / Teruo Nakai and Hossain Md. Shahin
- Uniqueness of Numerical Experimental Results and Contribution to Constitutive Model by DEM / Kiichi Suzuki
- Study on Accelerated Creep Properties and Creep Damage Constitutive Relation for Volcanic Breccias / Rubin Wang, Weiya Xu, Jiuchang Zhang and Wei Wang
- A Research on the Full State Function Constitutive Relation Model / Zhenhai Wei, Mengshu Wang and Dingli Zhang
- A Generalized Critical State Model for Gas Hydrate-Bearing Sediments / Rong-tao Yan, Chang-fu Wei, Hou-zhen Wei, Hui-hui Tian and Er-ling Wu
- A Review of Constitutive Modeling of Bonded Soil / W.M. Yan
- A Unified Description of Toyoura Sand / Feng Zhang, Bin Ye and Guanlin Ye.
- A Structured UH Model / Enyang Zhu and Yangping Yao
- Incorporation of Soil Suction in Stress-Based Slope Stability Analysis / Yong Chen, D. Chan and Yunzhi Tan
- Static and Dynamic Analyses of High Core Rockfill Dams / Weixin Dong and Yuzhen Yu
- Implementation of Numerical Optimization Techniques in Constitutive Model Calibration / Louis Ge, Honghua Zhao and Bata Bate
- Modeling Damage by Crack Nucleation and Growth in Porous Media / Dashnor Hoxha, Javad Eslami, Dragan Grgic and Duc-Phi Do
- Large Deformation Analysis of Spudcan Penetration into Sand Overlying Normally Consolidated Clay / Pan Hui, Dong Wang, Mark Cassidy and Qing Yang
- Application of Data Mining Techniques for the Development of New Rock Mechanics Constitutive Models / T. Miranda, L.R. Sousa, W. Ruggenthen and R.L. Sousa
- Ground Response Curve (GRC) and Excavation Damage Zone Based on an Isotropic Damage Model / Hamed Molladavoodi.
- Effect of Seismic Wave Form on the Behavior of River Embankment on the Soft Soil Deposit / Fusao Oka, P.S. Tsai and Sayuri Kimoto
- Integration Algorithms Based on Drucker-Prager Criterion and Application in Slope Stability Analysis / Yuanwei Pan, Yaoru Liu, Jingjuan Qian and Qiang Yang
- Investigation of Behavioral Aspects of Flexible Pavement under Various Conditions by Finite Element Method / M.S. Ranadive and A.B. Tapase
- Three Dimensional Implementation of HISS Model in ABAQUS / Mingqiang Wang and Jun Yang
- Stability Analysis of Shuiwenzhan Landslide under Water Level Fluctuation and Rainfall in Three Gorges Reservoir / Gang Zeng, Shimei Wang and Yong Chen
- Case Study: A Stress Update Algorithm for D-P Constitutive Model / Xiaohan Zhang
- Plastic Damage of the Surrounding Rock under the Influence of Confined Water Pressure and Mining Disturbance / Chunhu Zhao
- 3D Large Deformation FE Analysis of Spudcan Foundations on Layered Clays Using CEL Approach / Jingbin Zheng, Muhammad S. Hossain and Dong Wang
- Erratum: Large Deformation Analysis of Spudcan Penetration into Sand Overlying Normally Consolidated Clay / Pan Hui, Dong Wang, Mark Cassidy and Qing Yang.