Experimental Study on Softening Characteristics of Soft Clay under Continuous Principal Stress Axis Rotation

被引：0
|
作者：
Wang, Yuke [1 ,2 ,3 ]
Ma, Lu [4 ]
Zeng, Changnü [5 ]
Zhang, Chongbo [1 ,2 ,3 ]
Chen, Can [1 ,2 ,3 ]
机构：
[1] College of Water Conservancy Science and Engineering, Zhengzhou University, Zhengzhou,450001, China
[2] National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology, Zhengzhou,450001, China
[3] The Collaborative Innovation Center of Water Conservancy & Transportation Infrastructure Safety, Zhengzhou,Henan Province,450001, China
[4] College of Civil & Transportation Engineering, Hohai University, Nanjing,210098, China
[5] College of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou,450001, China
来源：
Jianzhu Cailiao Xuebao/Journal of Building Materials | 2019年 / 22卷 / 05期
关键词：
Elastic moduli - Shear strain - Rock pressure - Stress-strain curves;
D O I：
10.3969/j.issn.1007-9629.2019.05.022
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：817 / 824
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