Effect of dumping protocol and consolidation on shear strength of highly saturated abandoned-clay

被引:0
|
作者
Xu, Hui [1 ]
Wang, Jin-Nan [1 ,2 ]
Li, Sheng-Zhi [1 ]
Wang, Lu-Nan [1 ]
Zhan, Liang-Tong [3 ]
机构
[1] School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou,310018, China
[2] Keyi College of Zhejiang Sci-Tech University, Shaoxing,312369, China
[3] MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou,310058, China
来源
Zhongguo Huanjing Kexue/China Environmental Science | 2024年 / 44卷 / 08期
关键词
Combined test - Consolidation degree - Dumping protocol - Highly saturated clay - Large-scales - Loading protocols - Overburden stress - Saturated clay - Shears strength - Tangent moduli;
D O I
暂无
中图分类号
学科分类号
摘要
54
引用
收藏
页码:4446 / 4454
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