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 1, (1979)
- 作者机构：
  
  清华大学水利工程系
- 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(1).
DOI：

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

摘要

一、导言土是最古老的工程材料

可是设计现代最新式的大建筑物

如一两百米高或更高的土坝和形形式式建筑在土基上的大型核电站

火电站

冶金工厂

石化工厂等等都依旧离不了要和它打交道.虽然土力学成为一门技术科学已有五十多年的历史

但是对于土的工程特性的研究

过去只注意了它的抗剪强度

对于土的弹塑性应力～应变特性的认识是非常肤浅的.其它如对于土的流变性和动力特性方面的研究

也是不够普遍和深入的

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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Huang Wen-xi

Zheng Yingren

Li Zuoqin

Ghen Damin

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Related Institution

Department of Water Conservancy,Qinghua UniversityBeijing

Logistical Engineering University

Institute of Rock and soil Mechanics, Academia Sinica Wuhan

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