Research on soil particle joint function and brittle-elastoplastic cement damage model of unsaturated granite residual soil

被引：0

|

作者：

Tang, Lian-Sheng ^{[1
,5
]}

Sang, Hai-Tao ^{[2
,5
]}

Song, Jing ^{[1
]}

Liu, Feng-Tao ^{[1
]}

Yan, Bo ^{[3
]}

Zhang, Peng-Cheng ^{[4
]}

机构：

[1] Department of Earth Sciences, Sun Yat-Sen University, Guangzhou 510275, China

[2] School of Engineering, Sun Yat-Sen University, Guangzhou 510275, China

[3] Architecture Science Academy of Guangdong Province, Guangzhou 510550, China

[4] Guangzhou Urban Planning Survey and Design Institute, Guangzhou 510060, China

[5] Guangdong Provincial Key Laboratory of Geological Processes and Mineral Resources, Guangzhou 510275, China

来源：

Yantu Lixue/Rock and Soil Mechanics | 2013年 / 34卷 / 10期

关键词：

Elastoplasticity;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

引用

收藏

页码：2877 / 2888

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[3] The Interaction Effect of Particle Composition and Matric Suction on the Shear Strength Parameters of Unsaturated Granite Residual Soil
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[4] Experiment and research on dynamic rheological damage mechanics characteristics and damage degree influence with different moisture content of granite residual soil
College of Architecture and Civil Engineering of Xiamen University, Xiamen
361005, China
不详
363105, China
不详
518057, China
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