Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 39 Issue 10
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHANG Yao, YAN Zhi-guo, ZHU He-hua. Site-based researches on mechanical behavior of new large-diameter pipes during pipe jacking[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1842-1850. DOI: 10.11779/CJGE201710012
Citation: ZHANG Yao, YAN Zhi-guo, ZHU He-hua. Site-based researches on mechanical behavior of new large-diameter pipes during pipe jacking[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1842-1850. DOI: 10.11779/CJGE201710012
shu

Site-based researches on mechanical behavior of new large-diameter pipes during pipe jacking

  • 1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;
    2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

More Information
  • Received Date: August 04, 2016
  • Published Date: October 24, 2017
    Graphical Abstract
    • Abstract
  • The strain responses of each part of the jacking prestressed concrete cylinder pipe (JPCCP) as well as the pipe-soil pressure under three-dimensional construction loads and water-soil pressure are measured in site. It is shown that the axial compressive stiffness of the JPCCP is large enough to sustain jacking forces. Due to the effects of prestressing, it can bear large tensile stress in the hoop. However, the axial tensile stiffness of the JPCCP is insufficient. Through the force analysis of different pipes in axial direction, the friction force between pipe and soil is figured out, which shows that the shorter the jacking intermittent, the less the average friction force. Otherwise,the pipe-soil pressure is sensitive to pipe motion, and the instantaneous maximum value is 500 kPa. After construction, the distribution of contact stress along the tube is not symmetrical or uniform but coincides with the measured strain of the pipe joint ring.
    • FullText(HTML)
    • References (24)
  • [1]
    JEFF GRIFFIN, 揣东明. 微型隧道顶管施工技术在美国萨凡纳市的应用[C]// 2009年非开挖技术会议. 广州, 2009. (JEFF GRIFFIN, CHUAI Dong-ming. Micro tunnel pipe jacking construction technology in the United States the application of savannah[C]// Trenchless Technology Conference. Guangzhou, 2009. (in Chinese))
    [2]
    熊 欢. 南水北调超大口径PCCP预应力分析模型与试验研究[D]. 北京: 清华大学, 2010. (XIONG Huan. Prestress model and prototype test on the ultra-diameter PCCP in mid-route of south to north water diversion project[D]. Beijing: Tsinghua University, 2010. (in Chinese))
    [3]
    胡少伟, 刘晓鑫. PCCP超载破坏试验与破坏机理分析[J]. 水力发电学报, 2012(1): 103-107. (HU Shao-wei, LIU Xiao-xin. Study on bearing capacity test of internal water pressure of super-caliber PCCP[J]. Journal of Hydroelectric Engineering, 2012(1): 103-107. (in Chinese))
    [4]
    胡少伟, 沈 捷, 王东黎, 等. 超大口径预存裂缝的预应力钢筒混凝土管结构分析与试验研究[J]. 水利学报, 2010, 41(7): 876-882. (HU Shao-wei, SHEN Jie, LIU Xiao-xin, et al. Overload test and failure mechanism analysis of prestressed concrete cylinder pipe[J]. Journal of Hydraulic Engineering, 2010, 41(7): 876-882. (in Chinese))
    [5]
    ZARGHAMEE M S, EGGERS D W, OJDROVIC R P. Finite-element modeling of failure of PCCP with broken wires subjected to combined loads[C]// Pipeline Division Specialty Conference. Cleveland, 2002.
    [6]
    ZARGHAMEE M S, FOK K L. Analysis of prestressed concrete pipe under combined loads[J]. Journal of Structural Engineering, 1990, 116(7): 2022-2039.
    [7]
    TREMBLAY A W. Combined load testing of prestressed concrete cylinder pipe[C]// Proceedings International Conference on Pipeline Design and Installation, ASCE. Las Vegas, 1990.
    [8]
    ZHOU Jian-qing. Numerical analysis and laboratory test of concrete jacking pipes[D]. Oxford: University of Oxford, 1998.
    [9]
    RIPLEY K J. The performance of jacked pipes[D]. Oxford: University of Oxford, 1989.
    [10]
    NORRIS P. The behavior of jaeked concrete pipes during site installation [D]. Oxford: University of Oxford, 1992.
    [11]
    MILLIGAN G W E, NORRIS P. Pipe-soil interaction during pipe jacking[J]. Proceedings of the ICE-Geotechnical Engineering, 1999, 137(1): 27-44.
    [12]
    MILLIGAN G W E, NORRIS P. Site-based research in pipe jacking: objectives, procedures and a case history[J]. Tunnelling and Underground Space Technology, 1996, 11: 3-24.
    [13]
    朱合华, 吴江斌, 潘同燕. 曲线顶管的三维力学模型理论分析与应用[J]. 岩土工程学报, 2003(4): 492-495. (ZHU He-hua, WU Jiang-bin, PAN Tong-yan. Theoretical analysis of three-dimensional mechanical model of curved pipe jacking and its application[J]. Chinese Journal of Geotechnical Engineering, 2003(4): 492-495. (in Chinese))
    [14]
    魏 纲. 顶管工程土与结构的性状及理论研究[D]. 杭州: 浙江大学, 2005. (WEI Gang. Theoretical study on proprties of soil and structure during pipe jacking consturetion[D]. Hangzhou: Zhejiang University, 2005. (in Chinese))
    [15]
    刘 翔, 白海梅, 陈晓晨, 等. 软土中大直径顶管管道受力特性测试[J]. 上海交通大学学报, 2014(11): 1503-1509. (LIU Xiang, BAI Hai-mei, CHEN Xiao-chen, et al. Field test of mechanical properties of large diameter concrete jacking pipe is soft soil[J]. Journal of Shanghai Jiaotong University, 2014(11): 1503-1509. (in Chinese))
    [16]
    叶朝良, 高新强, 宋 鹤. 玻璃钢夹砂管管土摩擦系数室内模型试验研究[J]. 石家庄铁道大学学报(自然科学版), 2015(3): 30-34. (YE Chao-liang, GAO Xin-qiang, SONG He. Applied research of ground penetrating radar technology in concrete cavity detection[J]. Journal of Shijiazhuang Tiedao University, 2015(3): 30-34. (in Chinese))
    [17]
    陈建中, 李卓球. 外径尺寸偏差对玻璃钢夹砂顶管顶力影响分析[J]. 华中科技大学学报(城市科学版), 2005(2): 48-51. (CHEN Jian-zhong, LI Zhou-qiu. Research on the resistant of lightweight aggregate concrete to water penetration[J]. Journal of HUST, 2005(2): 48-51. (in Chinese))
    [18]
    陈建中, 李卓球, 徐 鹏. 大口径长距离玻璃钢顶管的设计与应用[J]. 中国给水排水, 2013, 18: 154-157. (CHEN Jian-zhong, LI Zhou-qiu, XU Peng. Design and application of large diameter grp jacking pipe in long distance pipe jacking construction[J]. China Water & Waste Water, 2013, 18: 154-157. (in Chinese))
    [19]
    李卓球, 陈建中, 杨 粤. 大口径玻璃钢夹砂管的顶力分析与应用[J]. 中国给水排水, 2005(5): 98-100. (LI Zhou-qiu, CHEN Jian-zhong, YANG Yue. Analysis on jacking force of g lass reinforced plastic mortar pipe with heavy caliber and its application[J]. China Water & Wastewater, 2005(5): 98-100. (in Chinese))
    [20]
    CECS140—2002给水排水工程埋地管芯缠丝预应力混凝土管和预应力钢筒混凝土管管道结构设计规程[S]. 北京: 中国计划出版社, 2002. (CECS140—2002 Specification for structural design of buried prestressed concrete pipeline of water supply and sewerage engineering[S]. Beijing: China Planning Press, 2002. (in Chinese))
    [21]
    CECS 246—2008给水排水工程顶管技术规程[S]. 北京:中国计划出版社, 2008. (CECS 246—2008 Technical specification for pipe jacking of water supply and sewerage engineering[S]. Beijing: China Planning Press, 2008. (in Chinese))
    [22]
    GB 50332—2002给水排水工程管道结构设计规范[S]. 北京: 中国建筑工业出版社, 2002. (GB 50332—2002 Structural design code for pipelines of water supply and waste water engineering[S]. Beijing: China Architecture & Building Press, 2002. (in Chinese))
    [23]
    GB 50010—2010混凝土结构设计规范[S]. (GB 50010—2010 Code for design of concrete structures[S]. Beijing: China Architecture & Building Press, 2010. (in Chinese))
    [24]
    雷 晗. 大直径砼顶管工程中土与结构的相互作用分析[D]. 上海: 上海交通大学, 2012. (LEI Han. Study on Soil-Structure interaction during large diameter concrete pipe jacking[D]. Shanghai: Shanghai Jiao Tong University, 2012. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LIU Hongwei, WANG Mengqi, ZHAN Liangtong, FENG Song, WU Tao. Method and apparatus for measuring in-situ gas diffusion coefficient and permeability coefficient of unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(5): 948-958. DOI: 10.11779/CJGE20221228
    [2]JI Yong-xin, ZHANG Wen-jie. Experimental study on diffusion of chloride ions in unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1755-1760. DOI: 10.11779/CJGE202109022
    [3]XU Fei, CAI Yue-bo, QIAN Wen-xun, WEI Hua, ZHUANG Hua-xia. Mechanism of cemented soil modified by aliphatic ionic soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(9): 1679-1687. DOI: 10.11779/CJGE201909012
    [4]HUANG Wei, LIU Qing-bing, XIANG Wei, ZHANG Yun-long, WANG Zhen-hua, DAO Minh Huan. Water adsorption characteristics and water retention model for montmorillonite modified by ionic soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(1): 121-130. DOI: 10.11779/CJGE201901013
    [5]ZHANG Wen-jie, GU Chen, LOU Xiao-hong. Measurement of hydraulic conductivity and diffusion coefficient of backfill for soil-bentonite cutoff wall under low consolidation pressure[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1915-1921. DOI: 10.11779/CJGE201710021
    [6]HUANG Qing-fu, ZHAN Mei-li, SHENG Jin-chang, LUO Yu-long, ZHANG Xia. Numerical method to generate granular assembly with any desired relative density based on DEM[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 537-543. DOI: 10.11779/CJGE201503019
    [7]LIU Qing-bing, XIANG Wei, CUI De-shan. Effect of ionic soil stabilizer on bound water of expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1887-1895.
    [8]LIU Qing-bing, XIANG Wei, CUI De-shan, CAO Li-jing. Mechanism of expansive soil improved by ionic soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 648.
    [9]Microcosmic mechanism of ion transport in charged clay soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1794-1799.
    [10]XI Yong, Hui, REN Jie. Laboratory determination of diffusion and distribution coefficients of contaminants in clay soil[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3): 397-402.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return