Volume 37 Issue 1
Feb.  2023
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2023  >  37(1): 1-6
Ding Chuansong. Deformation Analyses of Large Section Rectangular Pipe Jacking Crossing Underneath Combined Sewage Culvert[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(1): 1-6. doi: 10.3969/j.issn.1007-2993.2023.01.001
Citation: Ding Chuansong. Deformation Analyses of Large Section Rectangular Pipe Jacking Crossing Underneath Combined Sewage Culvert[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(1): 1-6. doi: 10.3969/j.issn.1007-2993.2023.01.001
shu

Deformation Analyses of Large Section Rectangular Pipe Jacking Crossing Underneath Combined Sewage Culvert

doi: 10.3969/j.issn.1007-2993.2023.01.001

  • Shanghai Shannan Investigation & Design Co., Ltd., Shanghai 201206, China

  • Received Date: 2021-07-21
  • Publish Date: 2023-02-08
    Abstract
  • Surrounding influence caused by the construction for large section pipe jacking has obvious size effect. When pipe jacking crossing underneath sewage culvert, it is of vital importance to analyze the deformation of sewage culvert and surrounding soil, and provide the guiding suggestion for construction. In the process of large section pipe jacking crossing underneath the combined sewage box culvert, the basic law of vertical and triaxial displacement of sewage culvert, vertical displacement and pore pressure of soil in deep stratum were analyzed. Based on data information, construction measures were adopted to overcome the difficulties of difficult construction controlling procedures, small crossing space, high risks etc. The conclusion provide valuable regional experience for future.

     

    • FullText(HTML)
  • loading
    • References(15)
  • [1]
    孙 钧,周 健,龚晓南,等. 受施工扰动影响土体环境稳定理论与变形控制[J]. 同济大学学报(自然科学版),2004,32(10):1261-1269. doi: 10.3321/j.issn:0253-374X.2004.10.001
    [2]
    冯海宁. 顶管施工环境效应影响及对策[D]. 杭州: 浙江大学, 2003.
    [3]
    方从启,王承德. 顶管施工中的地面沉降及其估算[J]. 江苏理工大学学报,1998,19(4):106-110.
    [4]
    邵理中. 钢筋混凝土顶管穿越建筑群施工的观测与分析[J]. 上海市政工程,1997,11(2):47-56.
    [5]
    杨转运. 超浅层顶管施工引起路基地层移动数值模拟[J]. 重庆建筑大学学报,2008,30(5):58-62.
    [6]
    潘同燕. 大口径急曲线顶管施工力学分析与监测技术研究[D]. 上海: 同济大学, 2000.
    [7]
    魏 纲,徐日庆,屠 玮. 顶管施工引起的土体扰动理论分析及试验研究[J]. 岩石力学与工程学报,2004,23(3):476-482. doi: 10.3321/j.issn:1000-6915.2004.03.022
    [8]
    简崇林,马孝春. 长距离顶管工程中注浆减摩作用机理及效果分析[J]. 探矿工程,2010,37(12):65-68.
    [9]
    魏 纲,徐日庆,邵剑明,等. 顶管施工中注浆减摩作用机理的研究[J]. 岩土力学,2004,25(6):930-934. doi: 10.3969/j.issn.1000-7598.2004.06.019
    [10]
    从茂强. 软土中大直径顶管的施工扰动机理与控制研究[D]. 上海: 上海交通大学, 2013.
    [11]
    魏 纲,魏新江,徐日庆. 顶管施工引起的挤土效应研究[J]. 岩土力学,2006,27(5):717-722. doi: 10.3969/j.issn.1000-7598.2006.05.007
    [12]
    朱 剑,李振勇,张 泷. 复杂环境下大断面矩形顶管法施工过程地表沉降规律及控制措施研究[J]. 岩土工程技术,2017,31(1):49-54. doi: 10.3969/j.issn.1007-2993.2017.01.012
    [13]
    黄宏伟,胡 昕. 顶管施工力学效应的数值模拟分析[J]. 岩石力学与工程学报,2003,22(3):400-406. doi: 10.3321/j.issn:1000-6915.2003.03.012
    [14]
    吴修锋. 顶管施工引起的地层移动与变形控制研究[D]. 南京: 南京工业大学, 2004.
    [15]
    HASLEM R F. Pipe-jacking forces: from practice to theory[C]// ICE North Western Association Centenary Conference. Infrastructure renovation and waste control. Manchester: Manstock, 1986.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 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(16)  / Tables(1)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (75) PDF downloads(15) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return