Influence of Pit Excavation Supported by Soil-nailing Wall on Adjacent Buried Pipelines

被引：1
|
作者：
Wang, Shuhe [1 ]
Zheng, Zheng [1 ]
Mu, Zaigen [1 ]
Zhang, Jubing [1 ]
机构：
[1] Univ Sci & Technol Beijing, Dept Civil Engn, Sch Civil & Environm Engn, Beijing 100083, Peoples R China
来源：
ADVANCES IN CIVIL ENGINEERING II, PTS 1-4 | 2013年 / 256-259卷
关键词：
soil-nailing wall; foundation pit excavation; finite element; buried pipeline;
D O I：
10.4028/www.scientific.net/AMM.256-259.1388
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Underground pipelines affected by pit excavation are a practical problem often encountered in city foundation engineering. The characteristics of soil-nailing wall supporting include simplify, convenience, and low cost which make it widely adopted. Using MIDAS GTS for the integrated modeling, and the affecting factors are studied in four aspects, including excavation depth per step, pipelines' depth, the distance between the edge of excavation and pipe, and the elastic modulus of surrounding son. Some valuable conclusions for construction practice are drawn.
引用
收藏
页码：1388 / 1391
页数：4
相关论文
共 50 条
  • [1] Design on soil-nailing wall Supporting of Foundation Pit in Bao Tou
    Yin, Yingzi
    Xu, Ya-li
    [J]. PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON ADVANCED DESIGN AND MANUFACTURING ENGINEERING, 2015, 39 : 1356 - 1359
  • [2] Space effect of soil-nailing excavation protection
    Wu Zhi-min
    Tu Yu-min
    [J]. ROCK AND SOIL MECHANICS, 2007, 28 (10) : 2178 - 2182
  • [3] Application of FEM to critical height of soil-nailing foundation pit
    Yu Jian-lin
    Zhang Wen-long
    [J]. ROCK AND SOIL MECHANICS, 2008, 29 (10) : 2691 - 2696
  • [4] 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
  • [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] Performance of a Deep Excavation Reinforced by Soil-Nailing During an Earthquake Excitation
    Abdollah Tabaroei
    Seyedeh Toktam Seyedi
    Majid Pouraminian
    [J]. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2023, 47 : 3021 - 3031
  • [7] Performance of a Deep Excavation Reinforced by Soil-Nailing During an Earthquake Excitation
    Tabaroei, Abdollah
    Seyedi, Seyedeh Toktam
    Pouraminian, Majid
    [J]. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2023, 47 (05) : 3021 - 3031
  • [8] 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):
  • [9] 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
  • [10] Numerical investigation of stability of deep excavations supported by soil-nailing method
    Pak, Ali
    Maleki, Jafar
    Aghakhani, Nima
    Yousefi, Mojtaba
    [J]. GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2021, 16 (06): : 434 - 451
12345