• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
FENG Xiao-la, XIONG Zong-hai, MO Yun, PANG Jian-chen. Numerical simulation and analysis of surrounding environment deformation influenced by excavation of foundation pits under complex conditions[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 330-336. DOI: 10.11779/CJGE2014S2058
Citation: FENG Xiao-la, XIONG Zong-hai, MO Yun, PANG Jian-chen. Numerical simulation and analysis of surrounding environment deformation influenced by excavation of foundation pits under complex conditions[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 330-336. DOI: 10.11779/CJGE2014S2058

Numerical simulation and analysis of surrounding environment deformation influenced by excavation of foundation pits under complex conditions

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
  • For the deep foundation pit of Laopupian Commercial and Residential Building, the whole process of its excavation is simulated and analyzed by use of the finite element software PLAXIS. The situations of stress and deformation of supporting structures of foundation pit and surrounding environment under complex conditions are studied. The numerical analysis and monitoring results show that the deformations of supporting structure system of the foundation pit and the surrounding environment can meet the requirements of the specifications for deformation control. It proves that PLAXIS HS model can effectively simulate and analyze the deformation of the surrounding environment influenced by excavation of the foundation pit, and the semi-inverse method used in this project can effectively control the deformation of the surrounding environment influenced by excavation of the foundation pit under complex conditions.
  • [1]
    黄茂松, 朱晓宇, 张陈蓉. 基于周边既有建筑物承载能力的基坑变形研究[J]. 岩石力学与工程学报, 2012, 11(31): 2305-2312. (HANG Mao-song, ZHU Xiao-yu, ZHANG Chen-rong. Deformation controlling criterion for excavation based on berring capacity of adjacent buildings[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 11(31): 2305-2312. (in Chinese))
    [2]
    李镜培, 柏 挺, 杨 军. 框架逆作超大深基坑施工对周边环境的影响[J]. 岩石力学与工程学报, 2012, 11(31): 2354-2363. (LI Jing-pe, BO Ting, YANG Jun. Influence of construction of super-large excavation with frame-top-down merhod on environments[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 11(31): 2354-2363. (in Chinese))
    [3]
    徐中华, 王卫东. 敏感环境下基坑数值分析中土体本构模型的选择[J]. 岩土力学, 2010, 31(1): 258-264. (XU Zhong-hua, WANG Wei-dong. Selection of soil constitutive models for numerical analysis of deep excavations in close proximity to sensitive properties[J]. Rock and Soil Mechanics, 2010, 31(1): 258-264. (in Chinese))
    [4]
    王曙光. 复杂周边环境基坑工程变形控制技术[J]. 岩石力学与工程学报, 2013, 33(增刊1): 474-477. (WANG Shu-guang. Deformation control of excavation engineering with comlictated surroundings[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 33(S1): 474-477. (in Chinese))
    [5]
    郑 刚, 李志伟. 基坑开挖对邻近任意角度建筑物影响的有限元分析[J]. 岩石力学与工程学报, 2012, 4(34): 615-623. (ZHEN Gang, LI Zhi-wei. Finite element analysis of response of buildings with arbitrary angle adjacent to excavations[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 4(34): 615-623. (in Chinese))
    [6]
    李四维, 高华东, 杨铁灯. 深基坑开挖现场监测与数值模拟分析[J]. 岩石力学与工程学报, 2011, 31(增刊1): 284-291. (LI Wei-si, GAO Hua-dong, YANG Tie-deng. Monitoring and numerical analysis of a deep foundation pit[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 31(S1): 284-291. (in Chinese))
    [7]
    侯玉杰, 冯晓腊, 莫 云, 等. 天津高银中央商务区基坑工程内支撑体系受力及变形特征分析[J]. 工程勘察, 2013(11): 15-20. (HOU Yu-jie, FENG Xiao-la, MO Yun, et al. Weighted and deformation characteristics analysis of internal support system in Tianjin high silver CBD foundation pit excavation engineering[J]. Geotchnical Investigation and Surveying, 2013(11): 15-20. (in Chinese))
    [8]
    查甫生, 林志月, 崔可锐. 深开挖卸载条件下基坑应力和变形特性的数值分析[J]. 岩土工程学报, 2013, 35(增刊1): 484-488. (ZHA Pu-sheng, LIN Zhi-yue, CUI Ke-rui. Numercal analysis of stress and deformation characteristics of foundation pits under deep excavation[J]. Chinese Journal of Geotchnical Engineering, 2013, 35(S1): 484-488. (in Chinese))
  • Cited by

    Periodical cited type(8)

    1. 吴必胜,陈治良,廖昕,瞿立明. 层状土中大直径嵌岩单桩竖向受荷机理试验研究. 施工技术(中英文). 2025(05): 120-126 .
    2. 杨景泉,郑长杰,丁选明. 竖向入射P波激励下饱和土中管桩地震响应. 岩土力学. 2025(05): 1477-1488 .
    3. 可文海,杨文海,李源,吴磊. SH波作用下斜坡地形中桩基的动力响应研究. 岩土力学. 2025(05): 1545-1555 .
    4. 徐其. 激振荷载作用下桩基础变形及力学响应特性试验研究. 江西建材. 2024(12): 267-269+272 .
    5. 李永焕,刘志贺,饶勤波,过锦,胡海波,刘秋媛,杨萤. 考虑空间效应的基坑开挖对邻近管线的影响分析. 长江科学院院报. 2023(05): 125-130 .
    6. 李斌,景立平,王友刚,涂健,齐文浩. 水平低周往复荷载作用下核岛桩基抗震性能试验研究. 岩土工程学报. 2023(10): 2119-2128 . 本站查看
    7. 曹小林,周凤玺,戴国亮,龚维明. 激振荷载作用下桩基础动力响应的现场试验分析. 岩土工程学报. 2023(S1): 171-175 . 本站查看
    8. 曹小林,周凤玺,戴国亮. 水平荷载作用下饱和土与单桩的相互作用动力响应分析. 岩土工程学报. 2023(S2): 73-78 . 本站查看

    Other cited types(7)

Catalog

    Article views PDF downloads Cited by(15)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return