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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