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
相关论文
共 50 条
  • [1] Behavior of undrained shear strength of saturated soft clay under consolidation
    Lei G.-H.
    Gao X.
    Xu K.
    Zheng Z.-Y.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 (01): : 41 - 49
  • [2] Experimental study of shear and strength behavior of saturated clay
    Qi, Jian-Feng
    Luan, Mao-Tian
    Nie, Ying
    Fan, Qing-Lai
    Ma, Tai-Lei
    Dalian Ligong Daxue Xuebao/Journal of Dalian University of Technology, 2008, 48 (04): : 551 - 556
  • [3] Research on undrained shear strength properties of saturated clay
    Meng X.
    Liu R.
    Liang C.
    Hou K.
    Sun R.
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2024, 57 (05): : 86 - 98
  • [4] ON SHEAR-STRENGTH OF NORMALLY CONSOLIDATED AND SATURATED CLAY
    TOPOLNICKI, M
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS, 1989, : 127 - 130
  • [5] Effects of surfactant on the consolidation and shear strength of synthetic clay soils
    Abouzar Sadrekarimi
    Bulletin of Engineering Geology and the Environment, 2022, 81
  • [6] The shear strength and consolidation behaviour of reconstituted Singapore marine clay
    Chu, J
    Keng, BH
    Lee, YH
    Gan, CL
    SOFT SOIL ENGINEERING, 2001, : 669 - 674
  • [7] Effects of surfactant on the consolidation and shear strength of synthetic clay soils
    Sadrekarimi, Abouzar
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 81 (07)
  • [8] Increase in undrained shear strength of clay with respect to rate of consolidation
    Suzuki, Koji
    Yasuhara, Kazuya
    SOILS AND FOUNDATIONS, 2007, 47 (02) : 303 - 318
  • [9] Estimation of undrained shear strength for saturated clay using shear wave velocity
    Oh, Tae-Min
    Bang, Eun-Seok
    Cho, Gye-Chun
    Park, Eui-Seob
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2017, 35 (02) : 236 - 244
  • [10] Change of undrained shear strength of very soft clay during consolidation
    Tanaka, Y
    Imai, G
    Katagiri, M
    GEOTECHNICAL ENGINEERING MEETING SOCIETY'S NEEDS, VOLS 1 AND 2, PROCEEDINGS, 2001, : 1089 - 1092
12345