Analysis of the influence of foundation pit excavation on viaduct pile foundation

被引：0
|
作者：
Cheng, Zhiyong [1 ]
Liu, Jinyan [2 ]
机构：
[1] CCCC-FHDI Engineering Co., Ltd., Guangzhou, China
[2] Guangzhou Metro Design & Research Institute Co., Ltd., Guangzhou, China
来源：
Modern Tunnelling Technology | 2014年 / 51卷
关键词：
Foundation engineering - Foundation pit excavations - Foundation pits - Project implementation - Protection requirements - Simulative analysis - Stress and displacements - Viaduct;
D O I：
10.13807/j.cnki.mtt.2014.S1.046
中图分类号：
学科分类号：
摘要：
Based on the foundation engineering of Xudong station in Wuhan Metro line 8, the finite element method is adopted to simulate the influence of foundation pit excavation on the adjacent viaduct pile foundations, and to analyze the stress and displacement of the soil and pile foundation in the process of excavation. The analysis results show that the protection requirements of the viaduct pile foundations which affected by the excavation of foundation pit could be satisfied. This calculating analysis may be a reference for the project implementation in later stages and the similar projects in this region. ©, 2015, Editorial Office of Modern Tunnelling Technology. All right reserved.
引用
收藏
页码：322 / 327
相关论文
共 50 条
  • [21] Influence Analysis of Frame Buildings Induced by Foundation Pit Excavation Considering Arbitrary Angle Between Longitudinal Wall and Foundation Pit
    Zhang, Zhi-guo
    Li, Sheng-nan
    PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: ADVANCES IN SOIL DYNAMICS AND FOUNDATION ENGINEERING, 2018, : 528 - 535
  • [22] The technique of Deep Foundation Pit and Pile Foundation Construction
    Li, Rui
    Qiao, Yi
    Liu, Yongjie
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 308 - 311
  • [23] Analysis of influenced zone of foundation pit excavation adjacent to bridge pile foundation using HS-Small constitutive model
    Zhang Xiao
    Xiao Jun-hua
    Nong Xing-zhong
    Guo Jia-qi
    Wu Nan
    ROCK AND SOIL MECHANICS, 2018, 39 : 263 - 273
  • [24] Analysis of Retaining System of Secant Pile-rotary Anchor Cable for Foundation Pit Excavation
    Zhang, Guangchao
    Hou, Qiangsong
    Ji, Zhaoteng
    Zhang, Dashuai
    Xia, Xicen
    Liu, Guochong
    Zhao, Honghua
    Journal of Railway Engineering Society, 2022, 39 (05) : 14 - 19
  • [25] Numerical analysis of vertical bearing behavior of group pile foundation considering pit excavation effect
    Wang Cheng-hua
    Liu Qing-chen
    ROCK AND SOIL MECHANICS, 2012, 33 (06) : 1851 - 1856
  • [26] Analysis of the Influence of Different Factors in Foundation Pit Excavation on the Underlying Shield Tunnel
    Li, Junqiang
    Yang, Zheng
    Dang, Yike
    Zhou, Zhijun
    Advances in Transdisciplinary Engineering, 2023, 36 : 283 - 291
  • [27] Analysis on the influence of excavation close-range foundation pit on existing tunnel
    Liu Chen Yang
    Liu Jun Yan
    Wu Yong Zhen
    Liu Yong
    4TH INTERNATIONAL CONFERENCE ON APPLIED MATERIALS AND MANUFACTURING TECHNOLOGY, 2018, 423
  • [28] Foundation pit excavation monitoring and analysis in complicated environment
    College of Environment and Resources, Fuzhou University, Fuzhou 350002, China
    不详
    Rock Soil Mech, 2006, SUPPL. (1188-1191):
  • [29] Numerical Simulation of Steel Sheet Pile Support Structures in Foundation Pit Excavation
    Wang, Jinfeng
    Xiang, Huawei
    Yan, Jianguo
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2019, 19 (04)
  • [30] Numerical analysis on influence of foundation pit excavation on deformation of adjacent existing tunnel
    Lin, Hang
    Chen, Jingyu
    Guo, Chun
    Liu, Qunyi
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2015, 46 (11): : 4240 - 4247
12345