Volume 38 Issue 4
Aug.  2024
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Zhao Can, Zhang Jingyi, Wang Yuan, Li Weiqiang. Analysis and Research on Early Closure of Settlement Post-cast Strip for a Type II Residential Land Project[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(4): 427-430. doi: 10.3969/j.issn.1007-2993.2024.04.009
Citation: Zhao Can, Zhang Jingyi, Wang Yuan, Li Weiqiang. Analysis and Research on Early Closure of Settlement Post-cast Strip for a Type II Residential Land Project[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(4): 427-430. doi: 10.3969/j.issn.1007-2993.2024.04.009

Analysis and Research on Early Closure of Settlement Post-cast Strip for a Type II Residential Land Project

doi: 10.3969/j.issn.1007-2993.2024.04.009
  • Received Date: 2023-03-10
  • Accepted Date: 2023-11-08
  • Rev Recd Date: 2023-07-14
  • Available Online: 2024-08-09
  • Publish Date: 2024-08-09
  • A Class II residential land project in Daxing District, Beijing is surrounded by multiple high-rise residential buildings and an underground parking garage. To eliminate the adverse effects of differential settlement, multiple post-cast strips were installed. The existence of post-cast strips seriously restricts the project schedule. Therefore, based on the geological conditions of the site, the foundation scheme, and the distribution of loads on the upper structure, PLAXIS3D was used for settlement analysis, and the early closure of settlement post-cast strips was feasibility according to practical engineering experience. The project implemented an early closure of the post-cast strips, thereby accomplishing the intended objectives.

     

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  • [1]
    韩 玲, 李伟强, 徐 斌, 等. 某工程大面积地下室与多高层主楼连成一体的地基基础设计及沉降控制[J]. 建筑结构,2013(S1):204-207.
    [2]
    DBJ 11—501—2009 北京地区建筑地基基础勘察设计规范[S].
    [3]
    GB 50007—2011 建筑地基基础设计规范[S].
    [4]
    刘旭冉, 伊达侯, 春明武, 等. 重庆来福士广场沉降后浇带提前封闭关键技术[J]. 施工技术, 2019, 48(24): 110-112.
    [5]
    鲜林雪, 蒋林哲, 朱晓东. 沉降后浇带提前封闭构造施工技术[J]. 施工技术, 2018, (S4): 321-323.
    [6]
    丁国荣, 王晓锋. 点板式楼座沉降后浇带提前封闭施工技术[J]. 施工技术, 2016, (9): 63-65.
    [7]
    吕正良. 地下室顶板沉降后浇带提前封闭施工技术探究[J]. 房地产世界, 2021, (11): 69-71.
    [8]
    朱 翔, 于海宾, 郭院成, 等. 桩筏基础沉降后浇带浇筑时机研究[J]. 建筑结构,2017(9):85-89.
    [9]
    刘利平, 王 伟, 殷青芳, 等. 基于上部结构–桩筏基础–地基共同作用的地基与基础变形分析[J]. 建筑科学,2014(7):38-43.
    [10]
    王 媛, 李伟强, 孙宏伟. 厚层黏性土地基上某超高层建筑桩筏基础三维数值分析[J]. 建筑结构,2014(20):119-122.
    [11]
    王 媛, 孙宏伟, 方云飞. 数值软件在地基基础沉降变形计算中的应用与实例[J]. 建筑结构,2013,43(22):19-23.
    [12]
    王 媛, 孙宏伟. 北京Z15地块超高层建筑桩筏基础的数值分析[J]. 建筑结构,2013,43(17):26-31.
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