Volume 37 Issue 1
Feb.  2023
Turn off MathJax
Article Contents
Yao Xufei, Niu Xiaokai, Sun Xiaoyu, Li Mingxing. Research on Formation Mechanism and Optimization Control of Segment Crack Damage under Combined Thrust[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(1): 53-59. doi: 10.3969/j.issn.1007-2993.2023.01.010
Citation: Yao Xufei, Niu Xiaokai, Sun Xiaoyu, Li Mingxing. Research on Formation Mechanism and Optimization Control of Segment Crack Damage under Combined Thrust[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(1): 53-59. doi: 10.3969/j.issn.1007-2993.2023.01.010

Research on Formation Mechanism and Optimization Control of Segment Crack Damage under Combined Thrust

doi: 10.3969/j.issn.1007-2993.2023.01.010
  • Received Date: 2021-09-28
  • Publish Date: 2023-02-08
  • The damage of segment under the thrust of jacks during construction was studied. Based on the actual situation of a subway line in Suzhou, a multi-ring three-dimensional finite element model was established to analyze the formation, evolution and distribution of shield segment fracture under the combined action of excessive and uneven thrust of jacks, and the corresponding engineering control measures were put forward. The results show that the segment damage is mainly distributed uniformly along the bolt hole under different thrust, and the damage on the inner cambered surface is larger than that on the outer cambered surface. The maximum damage factor of the segment increases approximately linearly, and the damage area increases nonlinearly. When thrust is evenly distributed, segment damage is mainly concentrated in the first ring segment, while when thrust is not uniform, segment damage will transfer to the side with larger thrust, and gradually develop to the second and third ring segment. The uneven thrust forces advance the loading of segment cracks by about 11% under the same thrust. The formation of segment crack damage during shield construction can be reduced by adopting engineering control measures such as strictly controlling uneven thrust of jacks, optimizing segment design and implementing segment control.

     

  • loading
  • [1]
    刘建航, 侯学渊. 盾构法隧道[M]. 北京: 中国铁道出版社, 1991.
    [2]
    HE C,WANG B. Research progress and development trends of highway tunnels in China[J]. Journal of Modern Transportation,2013,21(4):209-223. doi: 10.1007/s40534-013-0029-4
    [3]
    [日]土木学会编. 隧道标准规范(盾构篇)及解说[M]. 朱 伟译. 北京: 中国建筑工业出版社. 2001.
    [4]
    苏 昂. 千斤顶推力不均对盾构管片裂纹扩展的影响研究[J]. 铁道标准设计,2018,62(11):103-107,113. doi: 10.13238/j.issn.1004-2954.201801020006
    [5]
    苏 昂. 千斤顶过大荷载作用管片裂纹扩展规律探析[J]. 四川建筑,2018,38(3):108-110. doi: 10.3969/j.issn.1007-8983.2018.03.040
    [6]
    苏 昂. 千斤顶偏心荷载作用下盾构隧道管片裂纹扩展规律[J]. 铁道建筑,2018,58(5):66-69. doi: 10.3969/j.issn.1003-1995.2018.05.16
    [7]
    张 鹏. 盾构隧道管片施工力学性能三维数值模拟研究[J]. 铁道工程学报,2012,29(10):63-69. doi: 10.3969/j.issn.1006-2106.2012.10.013
    [8]
    白廷辉,郑勇波,李晓军,等. 施工阶段盾构衬砌结构受力特性影响因素数值分析[J]. 施工技术,2019,48(7):98-102.
    [9]
    卢岱岳,何 川,王士民. 千斤顶作用下带榫管片的裂纹扩展规律[J]. 西南交通大学学报,2017,52(1):75-82. doi: 10.3969/j.issn.0258-2724.2017.01.011
    [10]
    李 林. 大直径盾构隧道管片裂缝与施工参数的关系[J]. 公路交通科技(应用技术版),2018,14(10):246-250.
    [11]
    过镇海. 混凝土的强度和本构关系—原理与应用[M]. 北京: 中国建筑工业出版社, 2004.
  • 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(5)

    Article Metrics

    Article views (73) PDF downloads(12) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return