›› 2004, Vol. 25 ›› Issue (2): 292-296.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

The simulation of shield tunnel construction and analysis of its influence upon surrounding environments

YU Ning, ZHU He-hua   

  1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2002-12-09 Online:2004-02-10 Published:2014-07-15

PDF (PC)

1709

Abstract: Considering tunnel construction steps, contact surface between segments and soil and stress releasing, 2D-FEM are put forward to simulate shield tunnel construction to cover the shortage of the traditional computational methods to understructures and to analyze the contribution of construction to tunnels environments with software of GeoFBA. The conclusion and methods in the paper can provide valuable preference for tunnel linings design and construction.

Key words: shield tunnel, construction simulation, analysis of construction contribution, 2D-FEM simulation

CLC Number: 

  • TU554
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
    • [1] HUANG Da-wei, ZHOU Shun-hua, FENG Qing-song, LUO Kun, LEI Xiao-yan, XU You-jun, . Analysis for vertical earth pressure transference on overlaying soils of shield tunnel under uniform surface surcharge [J]. Rock and Soil Mechanics, 2019, 40(6): 2213-2220.
    [2] MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263.
    [3] YAO Ai-jun, ZHANG Jian-tao, GUO Hai-feng, GUO Yan-fei. Influence of unloading-loading of foundation on shield tunnel underneath [J]. , 2018, 39(7): 2318-2326.
    [4] ZHONG Yu, CHEN Jian, CHEN Guo-liang, WU Jia-ming, . Shield tunnel structure information modelling method based on building information modeling technology [J]. , 2018, 39(5): 1867-1876.
    [5] YANG Wen-bo, CHEN Zi-quan, XU Zhao-yang, YAN Qi-xiang, HE Chuan, WEI Kai, . Dynamic response of shield tunnels and surrounding soil induced by train vibration [J]. , 2018, 39(2): 537-545.
    [6] KANG Cheng, MEI Guo-xiong, LIANG Rong-zhu, WU Wen-bing, FANG Yu-xiang, KE Zhai-bang, . Analysis of the longitudinal deformation of existing shield tunnel induced by temporary surface surcharge [J]. Rock and Soil Mechanics, 2018, 39(12): 4605-4616.
    [7] LI Chang-jun, CHEN Wei-zhong, YANG Jian-ping, LIU Jin-quan, . Variation of segment joint opening of underwater shield tunnel in operation period [J]. , 2018, 39(10): 3783-3793.
    [8] WEI Gang, LIN Xiong, JIN Rui, DING Zhi，. Security discrimination of adjacent underground pipelines during the construction of twin shield tunnels [J]. , 2018, 39(1): 181-190.
    [9] JIANG Yan, YANG Guang-hua, CHEN Fu-qiang, XU Chuan-bao, ZHANG Yu-cheng, . Force determination and monitoring feedback analysis of typical sections of lining structure of cross-sea shield tunnel under high head in Zhanjiang bay [J]. , 2018, 39(1): 275-286.
    [10] HUANG Xiao-kang, LU Kun-lin, ZHU Da-yong,. Simulation test study of deformations of pipelines located at different geometric positions arising from shield tunneling [J]. , 2017, 38(S1): 123-130.
    [11] LI Hong-bo, JIA Feng, LI Jing, LI Shuo-biao，. Key technologies for design of subsea tunnel of Dalian metro line 5 [J]. , 2017, 38(S1): 395-401.
    [12] MA Chun-jing, JIANG An-nan, JIANG Zong-bin, WANG Shan-yong,. Hydro-mechanical coupled simulation and analysis of shield tunnel construction based on the zone state index [J]. , 2017, 38(6): 1762-1770.
    [13] ZHANG Xiao-qing, ZHANG Meng-xi, LI Lin, LI Wu-xiang, WANG You-cheng,. Mechanism of approaching construction disturbance caused by multi-line overlapped shield tunnelling [J]. , 2017, 38(4): 1133-1140.
    [14] ZHANG Dong-mei, RAN Long-zhou, YAN Jing-ya, YANG Tian-liang，. Effect of grouting on tunnel leakage-induced pore pressure change in saturated soft soils [J]. , 2017, 38(12): 3427-3435.
    [15] ZHU Ye-ting, ZHANG Huan, ZHANG Zi-xin, HUANG Xin, LIU Kuan,. Physical model test study of influence of advance of shield tunnel on adjacent underground pipelines [J]. , 2016, 37(S2): 151-160.
    Viewed
    Full text


    Abstract

    Cited
      Shared   
      Discussed   
    [1] WU Chang-yu, ZHANG Wei, LI Si-shen, ZHU Guo-sheng. Research on mechanical clogging mechanism of releaf well and its control method[J]. , 2009, 30(10): 3181 -3187 .
    [2] CHEN Hong-jiang, LI Xi-bing, LIU Ai-hua. Studies of water source determination method of mine water inrush based on Bayes’ multi-group stepwise discriminant analysis theory[J]. , 2009, 30(12): 3655 -3659 .
    [3] HE Fa-guo, CHEN Wen-wu, HAN Wen-feng, ZHANG Jing-ke. Correlation of microstructure indices and performance of sand solidified with polymer material SH[J]. , 2009, 30(12): 3803 -3807 .
    [4] SHANG Shou-ping, SUI Xiao-xi, ZHOU Zhi-jin, LIU Fang-cheng, XIONG Wei. Study of dynamic shear modulus of granulated rubber-sand mixture[J]. , 2010, 31(2): 377 -381 .
    [5] LI Feng, WANG Xiao-rui, LUO Xiao-hui, GUO Yuan-cheng. Assessment methods of chance constrained on bottom stability of foundation pit[J]. , 2010, 31(12): 3867 -3874 .
    [6] CHAI Bo, YIN Kun-long, CHEN Li-xia, LI Yuan-yao. Analysis of slope deformation under control of rock mass structure[J]. , 2009, 30(2): 521 -525 .
    [7] ZHAO Hong-bo, RU Zhong-liang, ZHANG Shi-ke. Application of support vector machine to reliability analysis of underground engineering[J]. , 2009, 30(2): 526 -530 .
    [8] XU Yang, GAO Qian, LI Xin, LI Jun-hua, JIA Yun-xi. In-situ experimental study of permeability of rock and soil aggregates[J]. , 2009, 30(3): 855 -858 .
    [9] SU Guo-shao, ZHANG Ke-shi, Lü Hai-bo. A cooperative optimization method based on particle swarm optimization and Gaussian process for displacement back analysis[J]. , 2011, 32(2): 510 -515 .
    [10] LENG Yi，LUAN Mao-tian，XU Cheng-shun，MA Tai-lei. Experimental research on behaviors of saturated sand subject to drained shear strength under complex stress conditions[J]. , 2009, 30(6): 1620 -1626 .
    Copyright © Rock and Soil Mechanics, All Rights Reserved.
    Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
    Powered by Beijing Magtech Co. Ltd