Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 35 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
REN Wei-ming, PENG Li-yun, LIU Jun. Numerical simulation of excavation of deep foundation pit adjacent to metro station based on FLAC3D[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 276-280.
Citation: REN Wei-ming, PENG Li-yun, LIU Jun. Numerical simulation of excavation of deep foundation pit adjacent to metro station based on FLAC3D[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 276-280.
shu

Numerical simulation of excavation of deep foundation pit adjacent to metro station based on FLAC3D

  • Beijing University of Civil Engineering and Architecture, Beijing 100044, China

More Information
  • Received Date: June 06, 2013
  • Published Date: November 24, 2013
    Graphical Abstract
    • Abstract
  • The excavation of deep foundation pit adjacent to the existing metro station structure is a project with great source of risk. The existing structure will inevitably be influenced by the excavation. Based on one example of excavation work close to a metro station in Beijing, the influence of excavation on metro station is studied by FLAC3D stimulation. The method for simulating pile-anchor retaining and deformation joints is proposed, at the same time it is very useful to the numerical simulation of foundation pit. Finally, some deformation rules are concluded, and specific measures are put forward.
    • FullText(HTML)
    • References (6)
  • [1]
    CHART C W. Displacement of MRT Tunnels due to an Adjacent Excavation[D]. Singapore: Nanyang Techaological University, 1995.
    [2]
    王卫东, 吴江斌, 翁其平. 基坑开挖卸载对地铁区间隧道影响的数值模拟黄庆华[J]. 岩土力学, 2005, 4(6): 54-57. (WANG Wei-dong, WU Jiang-bin, WU Qi-ping. Numerical modeling of affection of foundation pit excavation on metro tunnel) [J]. Journal of Soil Rock Mechanics, 2005, 4(6): 54-57. (in Chinese))
    [3]
    李 冰. 基坑开挖卸载对下卧地铁隧道影响的数值分析[J]. 岩土力学, 2013(5): 1459-1468. (LI Bin. Numerical analysis of influence of deep excavation on underlying metro tunnel[J]. Journal of Soil Rock Mechanics, 2013(5): 1459-1468. (in Chinese))
    [4]
    邹 彪. 城市新建隧道穿越既有地铁设施的关键控制技术研究[D]. 北京: 北京市政工程研究院, 2010. (ZHOU Biao. Research on controingl of existing subway facilities while new tunnel through[D]. Beijing: Beijing Municipal Research Institute 2010.)
    [5]
    袁金荣, 赵福勇. 基坑变形预测的时间序列分析[J]. 土木工程学报, 2001, 34(6): 55-59. (YUAN Jin-rong, ZHAO Fu-yong. Predicting deformat ion of foundation pit using ANN[J]. China Civil Engineering Journal, 2001, 34(6): 55-59. ( in Chinese))
    [6]
    李凭雨, 陶连金, 孙 斌, 等. 基于FLAC3D 变形结果的某地铁车站主体结构的安全性评估[J]. 岩土工程界, 2007(7): 54-56. (LI Ping-yu, TAO Lian-jin, SUN Bin, et al. The security assessment of one metro statio n main structure based on the deformationresult from FLAC3D[J]. Geotechnical Engineering World, 2007(7): 54-56. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Website Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return