Volume 35 Issue 6
Dec.  2021
Turn off MathJax
Article Contents
Zhu Chun, Ren Yakun, Tan Xin, Xu Peijun, Zhou Kang. Influence of Adjacent Asymmetric Foundation Pit Excavation on the Existing Building and the Optimized Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2021, 35(6): 400-405, 410. doi: 10.3969/j.issn.1007-2993.2021.06.010
Citation: Zhu Chun, Ren Yakun, Tan Xin, Xu Peijun, Zhou Kang. Influence of Adjacent Asymmetric Foundation Pit Excavation on the Existing Building and the Optimized Analysis[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2021, 35(6): 400-405, 410. doi: 10.3969/j.issn.1007-2993.2021.06.010

Influence of Adjacent Asymmetric Foundation Pit Excavation on the Existing Building and the Optimized Analysis

doi: 10.3969/j.issn.1007-2993.2021.06.010
  • Received Date: 2020-01-10
  • Publish Date: 2021-12-10
  • Based on the asymmetric excavation project adjacent to an existing shallow foundation building in Changsha, the proposed study used the finite difference numerical program to establish numerical models that considers the interaction between the structural foundation and the ground. Through the numerical simulation method, the influence of different excavation schemes on the ground deformation, the deformation and force of existing buildings has been analyzed. Numerical analysis results show that the existence of shallow foundation building affects the settlement curve of the ground surface caused by excavations. The asymmetric excavation sequence has an important influence on ground deformation and structural forces of adjacent existing buildings. Taking into account the construction conditions and the impact of excavations on the deformation of the ground and buildings, priority should be given to the excavation of the foundation pit on the far side of the existing building, and then the foundation pit excavation on the near side.

     

  • loading
  • [1]
    耿晔宽,高芬芬,周成君. 深厚软土地区基坑大变形机理与控制对策研究[J]. 岩土工程技术,2018,32(6):313-316. doi: 10.3969/j.issn.1007-2993.2018.06.009
    [2]
    韩健勇,赵 文,关永平,等. 近接浅基础建筑物深基坑变形特性及关键参数[J]. 东北大学学报(自然科学版),2018,39(10):1463-1468. doi: 10.12068/j.issn.1005-3026.2018.10.019
    [3]
    张治国, 杨 轩, 赵其华, 等. 浅基础框架建筑受邻近基坑开挖影响简化分析[J]. 岩土工程学报, 2017, 39(S2): 224-227.
    [4]
    郭延辉,王建国,高才坤. 昆明软土地区深基坑开挖对邻近地铁隧道稳定性的影响[J]. 岩土工程技术,2018,32(5):254-260.
    [5]
    陈锦剑,王建华,杜 毅,等. 两侧深基坑开挖影响下浅埋运营隧道的位移特性[J]. 地下空间与工程学报,2011,7(6):1163-1167.
    [6]
    伍尚勇,杨小平,刘庭金. 双侧深基坑施工对紧邻地铁隧道变形影响的分析[J]. 岩石力学与工程学报,2012,31(S1):3452-3458.
    [7]
    高 波,李方明,朱利明,等. 地铁车站深基坑邻近浅基础房屋保护措施研究[J]. 现代隧道技术,2018,55(6):117-123.
    [8]
    吕文龙. 珠江三角洲地区基坑开挖对邻近建筑地基基础的影响及控制[J]. 建筑科学,2018,34(1):122-129.
    [9]
    刘念武,龚晓南,俞 峰,等. 软土地区基坑开挖引起的浅基础建筑沉降分析[J]. 岩土工程学报,2014,36(S2):325-329.
    [10]
    信磊磊,杜一鸣,郑 刚. 两侧深基坑开挖对近邻地铁车站及隧道变形影响的优化分析[J]. 铁道标准设计,2016,60(5):84-90.
    [11]
    梅 祯, 肖军华, 王炳龙. 基坑开挖对临近基坑地铁高架结构变形的影响[J]. 土木与环境工程学报(中英文), 2019, 41(4): 51-58.
    [12]
    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. doi: 10.3969/j.issn.1000-7598.2010.01.044
    [13]
    OU C Y,HSIEH P G. A simplified method for predicting ground settlement profiles induced by excavation in soft clay[J]. Computers & Geotechnics,2011,38(8):987-997.
    [14]
    SCHUSTER M,KUNG T C,JUANG C H,et al. Simplified model for evaluating damage potential of buildings adjacent to a braced excavation[J]. Journal of Geotechnical & Geoenvironmental Engineering,2015,135(12):1823-1835.
    [15]
    GB 50007—2011 建筑地基基础设计规范[S]. 北京: 中国建筑工业出版社, 2012.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(8)  / Tables(2)

    Article Metrics

    Article views (165) PDF downloads(65) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return