Numerical analysis of surrounding environment deformation caused by excavation of foundation pit

被引：0
|
作者：
Liu, Jingde [1 ]
机构：
[1] Shanghai Shen Yuan Geotechn Engn Co Ltd, Shanghai 200040, Peoples R China
来源：
PROCEEDINGS OF THE 2016 INTERNATIONAL FORUM ON ENERGY, ENVIRONMENT AND SUSTAINABLE DEVELOPMENT (IFEESD) | 2016年 / 75卷
关键词：
foundation pit excavation; environment influence; numerical analysis; hardening soil model;
D O I：
暂无
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
The environment deformation caused by the excavation of a foundation pit is numerical analyzed using the hardening soil model. The simulation results show that the deformations of supporting structures of this foundation pit and the surrounding environment can meet the requirements of deformation control. The retaining structure design of this foundation pit project can ensure the safety of the project itself and the serviceability of the surrounding buildings or structures.
引用
收藏
页码：335 / 338
页数：4
相关论文
共 50 条
  • [1] Effect of Excavation of Foundation Pit on Deformation of Surrounding Buildings
    Li, Changhong
    Luo, Pengfei
    Zhou, Xiaolong
    Wang, Hao
    Wei, Xiaoming
    [J]. ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 21 (09): : 2975 - 2984
  • [2] Influence of Excavation of Complex Foundation Pit on Surrounding Environment
    Wang Guang Xiang
    Sun Xiao Long
    Zhao Wei Peng
    [J]. 4TH INTERNATIONAL CONFERENCE ON APPLIED MATERIALS AND MANUFACTURING TECHNOLOGY, 2018, 423
  • [3] Foundation Pit Excavation on Surrounding Buildings Effect Analysis
    Zhang Qing
    Cheng Heming
    Gui Yue
    Cao Jing
    [J]. MECHATRONICS AND APPLIED MECHANICS II, PTS 1 AND 2, 2013, 300-301 : 950 - 954
  • [4] Numerical simulation and analysis of surrounding environment deformation influenced by excavation of foundation pits under complex conditions
    Feng, Xiao-La
    Xiong, Zong-Hai
    Mo, Yun
    Pang, Jian-Chen
    [J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2014, 36 : 330 - 336
  • [5] Deformation of asymmetric foundation pit caused by staged dewatering and excavation
    [J]. Zheng, G. (zhenggang1967@163.com), 1600, Chinese Society of Civil Engineering (35):
  • [6] Numerical simulation analysis of the influence of foundation pit excavation on the surrounding buildings of an office building
    Luo, Pengfei
    Li, Changhong
    [J]. 2018 4TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND MATERIAL APPLICATION, 2019, 252
  • [7] Numerical analysis on influence of foundation pit excavation on deformation of adjacent existing tunnel
    Lin, Hang
    Chen, Jingyu
    Guo, Chun
    Liu, Qunyi
    [J]. Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2015, 46 (11): : 4240 - 4247
  • [8] The Influence of Different Excavation Methods on Deep Foundation Pit and Surrounding Environment
    Yang, Yongming
    Li, Xiwen
    Chen, Yao
    [J]. PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, 2022, : 109 - 129
  • [9] Analytical investigation of tunnel deformation caused by circular foundation pit excavation
    Sun, Huasheng
    Chen, Yadong
    Zhang, Jihua
    Kuang, Tiesheng
    [J]. COMPUTERS AND GEOTECHNICS, 2019, 106 : 193 - 198
  • [10] A Precise Prediction of Tunnel Deformation Caused by Circular Foundation Pit Excavation
    Sun, Huasheng
    Wang, Lingwei
    Chen, Shenwei
    Deng, Hengwei
    Zhang, Jihua
    [J]. APPLIED SCIENCES-BASEL, 2019, 9 (11):
12345