Field Test and Numerical Simulation Study on Pipe Sticking of Pipe Jacking in Composite Stratum

被引:0
|
作者
Zhang, Shilei [1 ]
Xu, Xiaodong [1 ]
Luo, Feilun [2 ]
Shi, Tao [3 ]
Xu, Tianshuo [4 ]
Zhang, Peng [4 ]
机构
[1] Inner Mongolia Yin Chao Ji Liao Water Supply Co., Ltd., Xing’an League,137400, China
[2] Sinohydro Bureau 5 Co., Ltd., Chengdu,610066, China
[3] Inner Mongolia Autonomous Region Water Resources and Hydropower Survey and Design Institute, Hohhot,010020, China
[4] School of Engineering, China University of Geosciences, Wuhan,430079, China
关键词
ABAQUS - Jacks - Pipeline laying - Soil testing;
D O I
10.3390/buildings14123992
中图分类号
学科分类号
摘要
In this study, the jacking force of a stuck pipe was explored under various contact conditions in long-distance composite strata. The Jiaoliu River jacking project in Yichao, Inner Mongolia, was selected for study, and the precise location of the pipe sticking was determined by laying strain gauges on the surface of the pipe and via integration with the measured data. Corresponding technical measures for releasing the pipe sticking were also put forward. Finally, ABAQUS 2022 software was used to establish a finite element analysis model of jacking force considering full contact conditions, and the maximum friction coefficient of the pipe that can be jacked forward in the pipe sticking state was calculated, providing a reference for related engineering cases. The results show that the position of the pipe sticking can be accurately identified through strain gauges on the surface of the pipe. The axial jacking force is transmitted more effectively in the upper section of the pipe than in the lower section, and as the jacking force increases, the length of the pipe becomes longer according to this rule. Measures were taken to adequately lubricate the pipe affected by sticking to ameliorate this condition. © 2024 by the authors.
引用
收藏
相关论文
共 50 条
  • [1] Numerical simulation for the estimation the jacking force of pipe jacking
    Yen, J.
    Shou, K.
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2015, 49 : 218 - 229
  • [2] Study on mechanical response of steel pipe jacking considering the effect of pipe sticking
    Liu, Kaixin
    Xiao, Anfeng
    Zhang, Peng
    Zhou, Hao
    Chen, Zhihan
    Xu, Tianshuo
    Ma, Baosong
    Ai, Hui
    Wang, Qiang
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2022, 127
  • [3] Field Test Study on Large Diameter Reinforced Concrete Pipe Jacking in Moderately Weathered Siltstone Stratum
    Zhang, Zeyong
    Zhou, Qiangxin
    Zhang, Keli
    Shu, Fang
    Fang, Yuxuan
    Li, Yongfeng
    INDIAN GEOTECHNICAL JOURNAL, 2024,
  • [4] Research on jacking force of pipe jacking in rock stratum
    Zhao W.
    Ruan R.
    Yan K.
    Sheng Y.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2023, 54 (03): : 1023 - 1032
  • [5] Stratum loss during pipe jacking of rectangle tunnel
    Zhou, S.
    Liao, Q.
    Liu, J.
    Wang, B.
    Ling, G.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2001, 20 (03): : 342 - 345
  • [6] Sealing test and numerical simulation for steel jacking pipe joint under high water pressure
    Gao, Haidong
    Zhao, Tao
    Ma, Shengli
    Fan, Xuyang
    Guo, Yanbing
    Modern Tunnelling Technology, 2015, 52 (02) : 148 - 154
  • [7] Field test and numerical simulation of squeezing effect of pipe pile
    Lei Hua-yang
    Li Xiao
    Lu Pei-yi
    Huo Hai-feng
    ROCK AND SOIL MECHANICS, 2012, 33 (04) : 1006 - 1012
  • [8] Study of Joint Effect on Pipe in Pipe Jacking Method
    Le, L. G.
    Takise, M.
    Sugimoto, M.
    Nakamura, K.
    GEOTECHNICAL ENGINEERING, 2013, 44 (01): : 47 - 56
  • [9] Study of joint effect on pipe in pipe jacking method
    2013, Southeast Asian Geotechnical Society (44):
  • [10] Field monitoring and numerical simulation for force characteristics of pipe jacking in deep buried moderately weathered slate
    Zheng, Shuang
    Luo, Zhimin
    Wang, Chuanqi
    Zhang, Yongjie
    ENGINEERING RESEARCH EXPRESS, 2024, 6 (03):