Please wait a minute...
Characteristics of upward moving for lining during shield tunnelling construction
CHEN Ren-peng1, LIU Yuan1, LIU Sheng-xiang2, TANG Lv-jun1
1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 2. Shenzhen Municipal Engineering Corporation, Shenzhen 518034, China
Download:   PDF(1138KB) HTML
Export: BibTeX | EndNote (RIS)      


Based on the loading features of lining during shield tunnelling construction, a 3D model of the lining for the upward moving analysis considering the effects of shield action, grouting pressure, pore water pressure, and soil pressure has been established. By using the FEM software ABAQUS, the upward moving of lining, the deformation of lining ring joint and the internal forces of bolt were studied. The results show that the main deformation of joint from the first to fifth rings is dislocation, while the main deformation of joint from sixth to twelfth rings is tensile. It is found that reducing the distance between initial hardening location of the grouting and the shield tail is the most effective way for decreasing the upward moving of lining. When the thrust is small, increasing the thrust can be used to control the upward moving of lining. Increasing the pre-tightening force of bolts has little effect on the upward moving of lining.

Published: 01 April 2015
CLC:  TU 443  
Cite this article:

CHEN Ren-peng, LIU Yuan, LIU Sheng-xiang, TANG Lv-jun. Characteristics of upward moving for lining during shield tunnelling construction. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2014, 48(6): 1068-1074.

URL:     OR



[1] 赵永明,杜守继,张强. 盾构隧道通缝拼装管片上浮的监测研究[J].地下空间与工程学报, 2007,3(7): 1354-1357.
ZHAO Yong-ming, DU Shou-ji,ZHANG Qiang. Monitoring research on rising displacement for shield tunnel segment with straight joint[J].Chinese Journal of Underground Space and Engineering, 2007,3(7): 1354-1357.
[2] 张海涛.盾构同步注浆材料试验及隧道上浮控制技术[D].上海:同济大学, 2007.
ZHANG Hai-tao.Study on the proportioning of tail void grouting material and up floating control of shield tunnel[D].Shanghai: Tongji university,2007.
[3] 沈征难.盾构掘进过程中隧道管片上浮原因分析及控制[J].现代隧道技术,2004,12(6): 51-56.
SHEN Zheng-nan. Analysis and control of the upward moving of tunnel segments in the process of shield excavation[J].Modern Tunnelling Technology, 2004,12(6): 51-56.
[4] 叶飞.软土盾构隧道施工期上浮机理分析及控制研究[D].上海:同济大学, 2007.
YE Fei. Analysis and control for upward movement of shield tunnel during construction[D]. Shanghai: Tongji university,2007.
[5] 沈林冲,钟小春,秦建设,等.钱塘江盾构越江隧道最小覆土厚度的确定[J].岩土力学, 2011,32(1): 111-115.
SHEN Lin-chong, ZHONG Xiao-chun, QIN Jian-she, et al. Determination of minimum thicekness of overburden layer for shield tunnel throng Qiangtang river[J].Rock and Soil Mechanics, 2011,32(1): 111-115.
[6] 肖明清,孙文昊,韩向阳.盾构隧道管片上浮问题研[J].岩土力学,2009,30(4): 1041-1045.
XIAO Ming-qing, SUN Wen-hao, HAN Xiang-yang. Research on upward moving of segments of shield tunnel[J]. Rock and Soil Mechanics, 2009,30(4): 1041-1045.
[7] 叶飞,朱合华,丁文其.基于弹性地基梁的盾构隧道纵向上浮分析[J].中国铁道科学,2008,29(4): 65-69.
YE Fei, ZHU He-hua, DING Wen-qi. Longidinal upward movement analysis of shield tunnel based on elastic foundation beam[J]. China Railway Science, 2008,29(4): 65-69.
[8] 杨方勤,段创峰,吴华柒,等.上海长江隧道抗浮模型实验与理论研究[J].地下空间与工程学报,2010,6(3): 454-459.
YANG Fang-qin, DUAN Chuang-feng, WU Hua-qi, et al. Model experiment and theoretical study on stability against uplift of Shanghai Yangtze river tunnel[J]. Chinese Journal of Underground Space and Engineering, 2010,6(3): 454-459.
[9] 朱令,丁文其,杨波.壁后注浆引起盾构隧道上浮对结构的影响[J].岩石力学与工程学报,2012,31(Supp1): 3377-3382.
ZHU Ling,DING Wen-qi,YANG Bo, Effect of shield tunnel uplift caused by back-filled grouting on structure[J].Chinese Journal of Rock Mechanics and Engineering, 2012,31(Supp1): 3377-3382.
[10] 夏永旭,王永东.隧道结构力学计算[M].北京:人民交通出版社,2004: 11-15.
[11] BEZUIJEN A, VAN LOTTUM H. Tunnelling. A decade of progress GeoDelft 1995-2006[M].London: Taylor & Francis Group, 2006.
[12] KOYAMA. Present status and technology of shield tunneling method in Japan[J]. Tunnelling and Underground Space Technology,2003,18: 145-159.
[13] ARNAU Oriol, MOLINS Climent. Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: Numerical simulation[J].Tunnelling and Underground Space Technology,2011,26: 778-788.
[14] 竺维彬,鞠世健,史海欧.广州地铁三号线盾构隧道施工技术研究[M].广州:暨南大学出版社,2007: 176-177.
[15] 陈俊生.盾构隧道管片力学行为研究[D].广州:华南理工大学,2007.
CHEN Jun-sheng.Research on the mechanical behavior of shield tunnel lining[D].Guangzhou: South China University of technology,2007.

[1] YANG Guo lin, DUAN Jun yi, YANG Xiao, XU Ya bin. Vibration characteristics of subgrade in expansive soil area under simulated rainfall and natural conditions[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2016, 50(12): 2319-2327.
[2] ZHANG Jun feng, DAI Xiao song, ZOU Wei lie, XU Shun ping, LI Zi you. Experiments on pavement performance of solidified sediment modified with cement[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2015, 49(11): 2165-2171.
[3] LIN Cheng xiang, LING Dao sheng, ZHONG Shi ying. Application of particle flow code numerical simulation in research of geotechnical behavior of lunar soil[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2015, 49(9): 1679-1691.
[4] HU Ping-chuan, ZHOU Jian, WEN Xiao-gui, CHEN Yu-xiang, LI Yi-wen. Laboratory model experiment of electro-osmosis combined with loading and pneumatic fracturing[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2015, 49(8): 1434-1440.
[5] TAO Yan-li, ZHOU Jian, GONG Xiao-nan. Experimental study on function mechanism of electrode materials upon electro-osmotic process[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2014, 48(9): 1618-1623.
[6] HUANG Bo, LI Ling, LING Dao-sheng, CHEN Xing-yao. Modes of additional attenuation of Gmax and its influence on seismic site response[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2014, 48(7): 1170-1179.
[7] GUO Lin, CAI Yuan-qiang, GU Chuan, WANG Jun. Resilient and permanent strain behavior of soft clay under cyclic loading[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2013, 47(12): 2111-2117.
[8] LIANG Meng-gen, LIANG Tian, CHEN Yun-min. Centrifuge shaking table modeling of liquefaction characteristics of free field[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2013, 47(10): 1805-1814.
[9] HAN Tong-chun, DOU Hong-qiang, MA Shi-guo, WANG Fu-jian. Rainwater redistribution on stability of homogenous infinite slope[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2013, 47(10): 1824-1829.
[10] CHEN Zhuo , ZHOU Jian, WEN Xiao-gui,TAO Yan-li. Experimental research on effect of polarity reversal to electro-osmotic[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2013, 47(9): 1579-1584.
[11] WU Yong, PEI Xiang-jun, HE Si-ming, LI Xin-po. Hydraulic mechanism of gully bed erosion by debris flow in rainfall[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2013, 47(9): 1585-1592.
[12] CAI Yuan-qiang,LIU Xin-feng,GUO Lin,SUN Hong-lei,CAO Zhi-gang. Long-term settlement of surcharge preloading foundation in soft clay area induced by aircraft loads[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2013, 47(7): 1157-1163.
[13] NIU Hui, WANG Jin-feng, ZHANG Yi-ping, ZHANG Zhi-cheng, YU Ya-nan. Study of incremental launching of space-curved butterfly-arch bridge[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2013, 47(7): 1205-1212.
[14] WU Shi-ming, WANG Zhan, WANG Li-zhong. Monitoring and analysis of force and deformation of large section crossing-river tunnel during operation period[J]. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2013, 47(4): 595-601.
[15] WU You-xia, WANG Zhan, ZHONG Run-hui2, LI Ling-ling, FENG Zhi-hong, WANG Qi. Analysis of interaction between dust break wall piles and soil
subjected to coal loading in soft foundation