中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A COMPREHENSIVE APPROACH TO MODELING THE CONSTITUTIVE BEHAVIOR OF UNSATURATED SOILS

文献类型:会议论文

作者Wei, Changfu; Kong, Lingwei; Wang, Jili
出版日期2006
会议日期NOV 23-25, 2006
会议地点Dalian, PEOPLES R CHINA
关键词Unsaturated Soils Constitutive Behavior Capillary Hysteresis Elastoplasticity
页码113-118
英文摘要A comprehensive approach to modeling the constitutive behavior of unsaturated soils is presented. The new framework can be used to describe elasto-plastic deformation and capillary hysteresis of unsaturated soils in a unified way. A simple model of capillary hysteresis coupled with plastic deformation is developed. It is shown that the model can capture the main features of unsaturated soil behavior. Particularly, it can describe the effects of any moisture history on the elasto-plastic deformation. Although the theoretical framework is developed for the isotropic loading condition, its generalization to a more general stress space is straightforward.
会议录RECENT DEVELOPMENT OF GEOTECHNICAL AND GEO-ENVIRONMENTAL ENGINEERING IN ASIA, PROCEEDINGS
会议录出版者DALIAN UNIV TECHNOL PRESS
会议录出版地DALIAN
语种英语
WOS研究方向Engineering
WOS记录号WOS:000279628900020
源URL[http://119.78.100.198/handle/2S6PX9GI/4440]  
专题岩土力学所知识全产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Wei, Changfu,Kong, Lingwei,Wang, Jili. A COMPREHENSIVE APPROACH TO MODELING THE CONSTITUTIVE BEHAVIOR OF UNSATURATED SOILS[C]. 见:. Dalian, PEOPLES R CHINA. NOV 23-25, 2006.

入库方式: OAI收割

来源:武汉岩土力学研究所

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