4/17/2025, 9:20:16 AM 星期四
Study on Deformation Caused by Deep Foundation Pit Construction in Soft Soil of Nanjing Xiaguan District and the Control Method
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Affiliation:

Jiangsu East China Mineral Exploration and Development Bureau 807 Team,Nanjing Exploration Engineering Co., Ltd.,Nanjing Exploration Engineering Co., Ltd.

Clc Number:

TU441 .6;TU473.2

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    Abstract:

    With the increase of the urban building density, the building groups in soft soil area are also increase, the foundation pit construction is restricted by the strict environments. Timely and effectively predicting the deformation caused by foundation pit construction and the impact on the surrounding environment, summarizing foundation pit deformation control technologies and the measures and verifying the implementation effects have important guiding significance for the design and construction of deep foundation pit in soft soil areas. Combined with the engineering practice of a foundation pit project in Nanjing, by means of theoretical analysis, numerical simulation and construction monitoring, the deformation caused by deep foundation pit excavation in soft soil area and the control methods are studied.

    Reference
    [1] 中国土本工程学会土力学及岩土工程学会.深基坑支护技术指南[M].北京:中国建筑工业出版社,2012.
    [2] 常林越,沈健,徐中华.敏感环境下深基坑的设计与三维数值分析[J].铁道工程学报,2011,158(11):52-58.
    [3] 邾根荣.狭小场地、敏感环境下的深基坑工程施工技术[J].建筑施工,2008,30(10):547-553.
    [4] 徐中华,王建华,王卫东.软土地区采用灌注桩挡土的深基坑工程变形性状研究[J].岩土力学, 2009, 30(5): 1362-1366.
    [5] 侯学渊,陈永福.深基坑开挖引起周围地基土沉陷的计算[J].岩土工程师,1989,1(1):3-13.
    [6] 刘建航,刘国彬,范益群.软土基坑工程中时空效应理论与实践(下)[J].地下工程与隧道,1999, (4):10-14.
    [7]刘翔,章昕,赵翔,李俊才,董志田.基坑施工阶段性变形分析及预测[J]《建筑科学》,?2007,?23(11):89-93.
    [8]赵翔,?韩选江,?孙晋川,王同华.软土地区深基坑工程支护结构及地表变形分析[J]中国科技论文在线[2008-06-13].
    [9]刘志峰.深基坑支护结构的时空效应研究[J].吉林水利,2008(6):29-32.
    [10]陈华明.软土地区深基坑管涌事故原因分析[J].探矿工程(岩土钻掘工程),2012,39(2):67-69.
    [11]钟建成.浅述深基坑工程的特点及其支护技术[J].资源环境与工程,2012(1):33-35,39.
    [12] 王晚中,李为民,温文富.苏州某软土深基坑支护设计[J].山西建筑,2011,37(12).
    [13] 周希圣,英旭.SMW围护墙防渗控制技术[J].水利水电科技进展,2004,24(5):45-47.
    [14]王玉梅,罗俊国,苏畅,王汉荣,卢宇.三轴深层搅拌桩加固深基坑被动区土体的应用研究[J].建筑科学,2009,25(1).
    [15]刘翔,张晨,赵翔.由渗流引发的某软土深基坑事故原因分析[J].施工技术,2007,36(9):72-74.
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History
  • Received:September 19,2016
  • Revised:December 14,2016
  • Adopted:December 15,2016
  • Online: May 15,2017
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