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主应力轴旋转情况下土的各向异性研究进展

董志华 高彦斌

西北地震学报2011,Vol.33Issue(z1):10-14,20,6.
西北地震学报2011,Vol.33Issue(z1):10-14,20,6.

主应力轴旋转情况下土的各向异性研究进展

Study Development of Soil's Anisotropy under Principal Stress Rotation

董志华 1高彦斌2

作者信息

  • 1. 同济大学地下建筑与工程系,上海200092
  • 2. 河南大学土木建筑学院,河南开封475004
  • 折叠

摘要

Abstract

From two aspects of theory and experimen, research on soil's anisotropy under principal stress rotation in home and abroad are compared and summarized, also some research suggestions are proposed. It is pointed out that in theory, the three-dimensional description for the yield surface of constitutive model, whose yield surface equation is expressed by stress components, should be well studied, and the change characteristics of yield surface under different load directions as well as rotational hardening should be taken into account. In experiment, the experimental subject should better be clay, and along with the theoretical research, the experimental study on the change characteristics of yield surfaces under different load directions and verification of the rotational hardening is worth looking into.

关键词

各向异性/主应力轴旋转/本构模型/土性实验/加载方向

Key words

Anisotropy/Principal stress rotation/Constitutive model/Experiment on soil behavior/Load direction

分类

建筑与水利

引用本文复制引用

董志华,高彦斌..主应力轴旋转情况下土的各向异性研究进展[J].西北地震学报,2011,33(z1):10-14,20,6.

基金项目

国家自然科学基金(40702051) (40702051)

上海市重点学科建设资助项目(B308) (B308)

西北地震学报

OA北大核心CSCDCSTPCD

1000-0844

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