A review and discussion on creep behavior of soil and its models

WANG Zhe-chao; QIAO Li-ping

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A review and discussion on creep behavior of soil and its models

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- A review and discussion on creep behavior of soil and its models
- Vol. 32, Issue 8, (2011)
- 作者机构：
  
  1. 山东大学岩土与结构工程研究中心,济南,250061
  2. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,武汉,430071
  3. 山东大学工程力学系,济南,250061
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU431
- Online First：16 August 2011，
  
  Published：2011
- 稿件说明：
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WANG Zhe-chao, QIAO Li-ping. A review and discussion on creep behavior of soil and its models[J]. 2011, 32(8).
DOI：

WANG Zhe-chao, QIAO Li-ping. A review and discussion on creep behavior of soil and its models[J]. 2011, 32(8). DOI：

摘要

对土的蠕变性质及其本构模型研究进行了系统地总结，主要内容包括：时间和应力对土蠕变性质的影响、土蠕变破坏准则、蠕变势和塑性势关系、蠕变微观机制、宏观和微观本构模型等。此外，基于上述总结，提出了土等效变形过程的概念，探讨了土蠕变模型中时间效应的表述方式，提出了一种可加快土蠕变试验的方法。

Abstract

A review of the creep behavior of soil and its constitutive models is performed. The contents of the review include the influences of time and stress on soil creep

the criterion for creep failure

the relation between creep potential and plastic potential

microscopic mechanism of soil creep

macroscopic and microscopic creep models. Based on the review

equivalent deformation processes for soil are proposed. The proper description of time effect in creep model is discussed. A method for accelerating creep test is proposed.

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Related Author

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YU Huai-chang

LIU Han-dong

QIAO Li-ping

WANG Zhe-chao

LI Shu-cai

WANG Yong-gang

杨文东

Related Institution

School of Resources and Environment, North China Institute of Water Conservancy and Hydroelectric Power

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College of Transport & Storage and Civil Engineering, China University of Petroleum

School of Civil Engineering and Architecture, Zhejiang Sci-Tech University

Department of Civil Engineering, The University of Hong Kong

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