Deformation response characteristics of undisturbed silty clay in K0 consolidation state

被引：0
|
作者：
Zhang, Chonglei [1 ]
Jiang, Guanlu [1 ]
Dong, Zhihong [1 ]
Li, Anhong [2 ]
机构：
[1] School of Civil Engineering, Southwest Jiaotong University, Chengdu,610031, China
[2] China Railway Eryuan Engineering Group Co. Ltd., Chengdu,610031, China
来源：
Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2014年 / 45卷 / 07期
关键词：
21;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：2378 / 2386
相关论文
共 50 条
  • [1] Influence of Stress Path on Mechanical Behavior of Saturated Silty Clay Under K0 Consolidation
    Zhang, Zhen
    Chen, Yong
    Ye, Guan-Bao
    Xiao, Yan
    PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: FUNDAMENTALS OF SOIL BEHAVIOURS, 2018, : 177 - 184
  • [2] Stress-deformation characteristics of silty soil based on K0 consolidation and drainage unloading stress path tests
    Zhang K.-Y.
    Li G.-S.
    Mei X.-H.
    Du W.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2017, 39 (07): : 1182 - 1188
  • [3] Undrained Behavior of Silty Sand and the Role of Isotropic and K0 Consolidation
    Rabbi, Abu Taher Md. Zillur
    Rahman, Md. Mizanur
    Cameron, Donald A.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2018, 144 (04) : 1 - 11
  • [4] Analysis of the long-term settlement of immersed tunnel with considering K0 consolidation of undisturbed soft clay
    Kou, Lei
    Bai, Yun
    Journal of Railway Engineering Society, 2016, 33 (01) : 80 - 86
  • [5] Nonlinear constitutive model for clay on K0 consolidation conditions
    Cheng, Tao
    ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 515 - 518
  • [6] Shear strength of K0 consolidated undisturbed peat
    Kanmuri, H
    Kato, M
    Suzuki, O
    Hirose, E
    PROBLEMATIC SOILS, VOL 1, 1998, : 25 - 28
  • [7] Deformation of soft soils under constant stress ration consolidation with K0
    Chen, X.-P., 1600, Chinese Society of Civil Engineering (35):
  • [8] Compressibility of Changi sand in K0 consolidation
    Wanatowski, D.
    Chu, J.
    Gan, C. L.
    GEOMECHANICS AND ENGINEERING, 2009, 1 (03) : 241 - 257
  • [9] Experimental study on the pore pressure and deformation of saturated silty clay under K-0 consolidation and principal stress axis rotation
    Liu Jia-shun
    Zhang Xiang-dong
    Sun Jia-bao
    Yang Jian-jun
    Fang Tian-jian
    ROCK AND SOIL MECHANICS, 2018, 39 (08) : 2787 - +
  • [10] NEW SYSTEM FOR AUTOMATICALLY SIMULATING K0 CONSOLIDATION AND K0 SWELLING IN CONVENTIONAL TRIAXIAL CELL
    MENZIES, BK
    SUTTON, H
    DAVIES, RE
    GEOTECHNIQUE, 1977, 27 (04): : 593 - 596
12345