Influence analysis of excavation of deep pit on adjacent buried pipelines

被引:0
|
作者
Du, Jinlong [1 ,2 ]
Yang, Min [1 ]
机构
[1] Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
[2] School of Civil and Architectural Engineering, Central South University, Changsha, Hunan 410075, China
关键词
Soils; -; Excavation; Piles;
D O I
暂无
中图分类号
学科分类号
摘要
In order to study the evaluation method of influence of deep excavation on adjacent buried utilities the influence of excavation on adjacent pipelines with varied diameters is analyzed by FLAC3D. The results indicate that pipeline diameter is important to the interaction between pipeline and soil; When pipeline diameter is less than 400 mm, the pipelines have the same displacement as surrounding soil; when the pipeline diameter is larger than 400 mm, the interaction between pipelines and soil should be taken into account. Furthermore, the maximum value of curvature, angle of rotation, stress and moment of flexure of pipeline all appear at the corner of pit with 20% excavation length. Based on the numeral analysis, a simplified method for calculating deformation and internal force of pipelines with small diameter and the evaluation grade of pipeline safety are put forward.
引用
收藏
页码:3015 / 3020
相关论文
共 50 条
  • [1] Influence of pit excavation supported by cantilever piles on adjacent buried pipelines
    Wang, Shu-He
    Yuan, Ji
    Zhang, Ju-Bing
    [J]. Beijing Keji Daxue Xuebao/Journal of University of Science and Technology Beijing, 2014, 36 (02): : 266 - 273
  • [2] Influence of Pit Excavation Supported by Soil-nailing Wall on Adjacent Buried Pipelines
    Wang, Shuhe
    Zheng, Zheng
    Mu, Zaigen
    Zhang, Jubing
    [J]. ADVANCES IN CIVIL ENGINEERING II, PTS 1-4, 2013, 256-259 : 1388 - 1391
  • [3] Influence of Deep Foundation Pit Excavation on Adjacent Pipelines: A Case Study in Nanjing, China
    Wu, Bin
    Ge, Chenhe
    Li, Pengfei
    Yang, Meng
    Li, Liulian
    [J]. APPLIED SCIENCES-BASEL, 2024, 14 (02):
  • [4] Influence of Construction of Deep Excavation Groups on Adjacent Shallowly Buried Pipelines in Soft Clay
    Huang, Pei
    Yang, Xiao
    Li, Xiang-Yu
    Liu, Qin
    Wang, Lei
    [J]. Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2023, 36 (03): : 146 - 155
  • [5] Analysis on influence of deep foundation pit excavation in soil-rock composite stratum on deformation of adjacent pipelines
    Jiao, Ning
    Ding, Jianwen
    Ji, Feng
    Guo, Kang
    Liao, Zhaosheng
    [J]. Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2022, 52 (02): : 229 - 236
  • [6] Field measurement and numerical simulation for influence of blasting excavation on adjacent buried pipelines
    钻爆法施工对邻近埋地管道影响的现场 实测与数值模拟分析
    [J]. 2017, Chinese Society of Civil Engineering (50):
  • [7] Field measurement and numerical simulation of the influence of blasting excavation on adjacent buried pipelines
    Wang, Haitao
    Wu, Yuedong
    Jin, Hui
    Jia, Jinqing
    Wang, Kai
    [J]. INTERNATIONAL JOURNAL OF CRITICAL INFRASTRUCTURES, 2019, 15 (01) : 70 - 89
  • [8] Settlements of buildings and buried pipelines induced by adjacent deep excavation in Shanghai soft ground
    Dong, Y. P.
    Burd, H. J.
    Houlsby, G. T.
    [J]. GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, 2014, : 369 - 374
  • [9] The Numerical Analysis of Influence on the Settlement of Adjacent Building Induced by the Deep Foundation Pit Excavation
    Zhu Changzhi
    Zhang Zhiyu
    [J]. CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT, 2010, : 26 - 29
  • [10] 3D FEM Analysis of Effects on Adjacent Pipelines by Pit Excavation
    Lu, Qun
    Li, Huixia
    Yuan, Jianbo
    [J]. ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 165 - 171