Theory of  Elastoplastic  Stress-Strain Model	for	Soil

Huang Wen-xi

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Theory of Elastoplastic Stress-Strain Model for Soil

更新时间：2026-06-25

- Theory of Elastoplastic Stress-Strain Model for Soil
- Vol. 1, Issue 2, (1979)
- 作者机构：
  
  清华大学水利系
- 作者简介：
- 基金信息：
- DOI：
  CLC：
- Online First：21 November 2016，
  
  Published：1979
- 稿件说明：
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Huang Wen-xi. Theory of Elastoplastic Stress-Strain Model for Soil[J]. 1979, 1(2).
DOI：

Huang Wen-xi. Theory of Elastoplastic Stress-Strain Model for Soil[J]. 1979, 1(2). DOI：

摘要

四、弹塑性应力应变模型十几年来学者们建议采用的应力～应变数学模型有许多种.在弹性模型方面最常使用的模型有两种.第一种是以E(杨氏模量)及v(泊桑比)两种弹性常数表达的称E～v弹性模型.第二种是以K(体积变形模量)及G(剪切模量)两个弹性常数表达的称K～G弹性模型.这两种弹性模型将在本章中介绍.

Abstract

This paper first introduces the currently adopted stress-strain symbols，some specific terms and their definitions，the commonly used stress-strain testing methods and the formulations for test results。Then，the incremental elastoplastic theories upen which mathematical models are finally given。

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