Criterion and method of risk assessment about foundation pit in soft soil

被引:0
|
作者
Liu, Wan-Lan [1 ]
Ju, Li-Yan [1 ]
Gao, Wen-Jie [2 ]
机构
[1] Shanghai Shentong Metro Co., Ltd., Shanghai 200010, China
[2] Shanghai Jianke Project Management Co., Ltd., Shanghai 200032, China
关键词
5;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:590 / 593
相关论文
共 50 条
  • [21] Design and deformation analysis of retaining structures for large foundation pit in soft soil
    Hu, Bin
    Shi, Wei
    Modern Tunnelling Technology, 2014, 51 : 314 - 321
  • [22] Construction Technique of Cement-Soil Mixing Anchor in Foundation Pit In Soft Soil Area
    Liu, Ganbin
    Ye, Ronghua
    Xu, Li
    Shen, Xueyi
    ADVANCES IN BUILDING MATERIALS, PTS 1-3, 2011, 261-263 : 1784 - 1788
  • [23] Experimental study on factors influence on foundation-pit bursting in soft soil
    Sun, Yu-yong
    Wang, Yun-min
    MODELING AND COMPUTATION IN ENGINEERING II, 2013, : 231 - 237
  • [25] Analysis of Lateral Displacement Law of Deep Foundation Pit Support in Soft Soil Based on Improved MSD Method
    Lei, Gang
    Gong, Xiaonan
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [26] Study on the disturbance and recompression settlement of soft soil induced by foundation pit excavation
    Lu Tai-shan
    Liu Song-yu
    Cai Guo-jun
    Wu Kai
    Xia Wen-jun
    ROCK AND SOIL MECHANICS, 2021, 42 (02) : 565 - 573
  • [27] A Research on the Stability and Support Technology of Pit in Half Water in the Soft Soil Foundation
    Li, Jie
    3RD ANNUAL INTERNATIONAL CONFERENCE ON INFORMATION SYSTEM AND ARTIFICIAL INTELLIGENCE (ISAI2018), 2018, 1069
  • [29] Numerical simulation of bored pile on foundation pit support in soft soil deposits
    Wang, Jing
    Liu, Xiaoqing
    Xie, Xiaochen
    Qi, Huijun
    BIOTECHNOLOGY, CHEMICAL AND MATERIALS ENGINEERING III, PTS 1 AND 2, 2014, 884-885 : 679 - +
  • [30] Analysis of surface settlement estimation of deep foundation pit excavation in soft soil
    Liu Xiao-li
    Zhou He
    Zhang Zhan-min
    ROCK AND SOIL MECHANICS, 2011, 32 : 90 - 94