Study on Stress–Strain Relation of Lime-Treated Weathered Red Sandstone Soil

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成果类型：

期刊论文

作者：

Xiang Tang;Chang-ping Wen*

通讯作者：

Chang-ping Wen

作者机构：

[Xiang Tang; Chang-ping Wen] Civil Engineering Department, School of Civil Engineering, Central South University of Forestry and Technology, Changsha, People’s Republic of China

通讯机构：

[Chang-ping Wen] C

Civil Engineering Department, School of Civil Engineering, Central South University of Forestry and Technology, Changsha, People’s Republic of China

语种：

英文

关键词：

Double yield surfaces constitutive model;Lime-treated weathered red sandstone soil;Road engineering;Stress–strain relation;Test study

期刊：

Indian Geotechnical Journal

ISSN：

0971-9555

年：

2023

卷：

期：

页码：

283-290

DOI：

10.1007/s40098-022-00673-5

基金类别：

The work is supported by National Cooperation Program for International Science and Technology (2014DFA53120). This support is gratefully acknowledged.

机构署名：

本校为第一且通讯机构

院系归属：

土木工程学院

摘要：

In this work, a series of triaxial consolidated drained shear tests were used to investigate the stress–strain relationships of weathered red sandstone soil and lime-treated weathered red sandstone soil. Firstly, the triaxial consolidated drained shear test results were used to analyze the relationship between deviatoric stress $$q$$ , axial strain $${\varepsilon }_{1}$$ , shear strain $${\varepsilon }_{\mathrm{s}}$$ , and volume strain $${\varepsilon }_{\mathrm{v}}$$ . Secondly, the yield surface of...

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