Tsinghua elastoplastic model for unsaturated soils

LI Guang-xin; SI Wei; ZHANG Qi-guang

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Tsinghua elastoplastic model for unsaturated soils

更新时间：2026-06-25

- Tsinghua elastoplastic model for unsaturated soils
- Vol. 29, Issue 8, (2008)
- 作者机构：
  
  1. 水沙科学与水利水电工程国家重点实验室,北京,100084
  2. 清华大学水利水电工程系,北京,100084
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU43
- Online First：02 August 2013，
  
  Published：2008
- 稿件说明：
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LI Guang-xin, SI Wei, ZHANG Qi-guang. Tsinghua elastoplastic model for unsaturated soils[J]. 2008, 29(8).
DOI：

LI Guang-xin, SI Wei, ZHANG Qi-guang. Tsinghua elastoplastic model for unsaturated soils[J]. 2008, 29(8). DOI：

摘要

为研究土在非饱和增湿情况下的应力、应变和强度关系，提出将含水率引入清华模型的硬化参数中建立非饱和土的清华弹塑性模型。通过在干土中掺加冰屑的方法进行增湿试验，表明该模型可以预测不同含水率的非饱和土的应力-变形和强度关系，从天然风干状态增湿到其他含水率的应力-应变全过程的计算结果也与试验结果相符合。将含水率直接引入弹塑性模型而不去研究复杂的基质吸力，可能是非饱和土本构模型工程应用的一条简便途径。

Abstract

In order to investigate the relationship among stress

strain and strength of soil under unsaturated moistening

water content is introduced into the hardening parameter of Tsinghua model to develop the Tsinghua elastoplastic model of unsaturated soil. On the basis of moistening tests by means of mixing ice crumblings into dry soil

it is shown in the test results that this model is capable to predict the relationship among stress

deformation and the strength of unsaturated soil under different water contents. The results of model calculations well agree with the test results of soil moistened from the air-dry state to other unsaturated states corresponding to various water contents. With water content directly introduced into the elastoplastic model instead of the complicated matrix suction

it might be showing a handy and explicit way to the engineering application of unsaturated soil constitutive models.

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