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非饱和膨胀土总应力强度的确定方法及其应用
引用本文:杨和平,张锐.非饱和膨胀土总应力强度的确定方法及其应用[J].长沙理工大学学报(自然科学版),2004,1(2):1-6.
作者姓名:杨和平  张锐
作者单位:长沙理工大学,公路工程学院,湖南,长沙,410076;长沙理工大学,公路工程学院,湖南,长沙,410076
基金项目:交通部西部交通建设科技资助项目(2002318000)
摘    要:建立在有效应力基础上的非饱和土强度理论公式虽得到了普遍的认同,但其参数确定的复杂性却妨碍了它在工程中的应用.而包含了吸附强度的总强度指标也能反映非饱和土的强度特性,且易于获取.为此,通过研究用常规直剪仪确定非饱和土总强度指标的试验方法,得到了宁明原状膨胀土抗剪强度指标随饱和度和含水量的变化而变化的规律,探讨了非饱和膨胀土总应力强度指标在路堑边坡稳定性分析中的应用.

关 键 词:非饱和膨胀土  直剪试验  总强度  含水量  饱和度
文章编号:1672-9331(2004)02-0001-06
修稿时间:2004年7月15日

Approach to Determine the Total Shear Strength of Unsaturated Expansive Soil and Its Application
YANG He-ping,ZHANG Rui.Approach to Determine the Total Shear Strength of Unsaturated Expansive Soil and Its Application[J].Journal of Changsha University of Science and Technology:Natural Science,2004,1(2):1-6.
Authors:YANG He-ping  ZHANG Rui
Abstract:The shear strength expression of unsaturated soil based on the effective stress has been accepted widely, but the complexity in determining its parameters makes it difficult to be applied in engineering practice. However, the total strength as well as the suctional strength can also reflect the feature of unsaturated expansive soil strength, and is easy to be obtained. For this purpose, the method of determining total shear strength of unsaturated expansive soil with conventional direct shear apparatus has been studied, the relation between total shear strength and saturation degree or moisture content has been acquired, and the application of total shear strength index in the analysis of expansive soil cut slope stability was discussed in this paper.
Keywords:unsaturated expansive soil  direct shear test  total shear strength  moisture content  saturation degree
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