›› 2009, Vol. 30 ›› Issue (4): 1102-1108.

• Numerical Analysis • Previous Articles     Next Articles

Dynamic simulation analysis of displacement field of bias closely spaced tunnel with altitude difference

DU Ju-hong,HUANG Hong-wei   

  1. 1. China Construction Design International, Shanghai 200235, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2007-07-30 Online:2009-04-10 Published:2011-01-30

Abstract:

A three-dimensional nonlinear finite element analysis is performed to simulate the observational construction procedure of bias closely spaced tunnels with altitude difference. The main works are focused on the displacement field to investigate the construction mechanics features under alternative construction sequences. The results present more deterioration of adjacent rock for parallel tunnels with small distance than superposition of two independent tunnels because of the interaction; and the interaction effect more on pillar than ground surface and tunnel periphery. Though the construction sequences are different, the basic features of final displacement field are consistent; they are just different in quantity. The preferable construction sequence under the presented condition is given.

Key words: unsymmetrical pressure, closely spaced tunnels, mutual influence, 3D numerical simulation

CLC Number: 

  • U 25
[1] MU Rui, PU Shao-yun, HUANG Zhi-hong, LI Yong-hui, ZHENG Pei-xin, LIU Yang, LIU Ze, ZHENG Hong-chao, . Determination of ultimate bearing capacity of uplift piles in combined soil and rock masses [J]. Rock and Soil Mechanics, 2019, 40(7): 2825-2837.
[2] LIU Fei-yue, YANG Tian-hong, ZHANG Peng-hai1, ZHOU Jing-ren, DENG Wen-xue, HOU Xian-gang, ZHAO Yong-chuan, . Dynamic inversion of rock fracturing stress field based on acoustic emission [J]. , 2018, 39(4): 1517-1524.
[3] WANG Chun-yan , ZHANG Fang-tao, MA Yun, KANG An-dong, XU Guang-li, LI Song,. A method for calculating horizontal stiffness coefficient of ring supporting system for foundation pit [J]. , 2017, 38(3): 840-846.
[4] ZUO Qing-jun , WU Li , LU Zhong-le , TAN Yun-zhi , YUAN Qing,. Instability analysis of soft surrounding rock in shallow tunnel portal under unsymmetrical pressure by catastrophe theory [J]. , 2015, 36(S2): 424-430.
[5] NIAN Ting-kai ,XU Hai-yang ,LIU Hong-shuai . Several issues in three-dimensional numerical analysis of slopes reinforced with anti-slide piles [J]. , 2012, 33(8): 2521-2526.
[6] LIU Xiao-jun , ZHANG Yong-xing , GAO Shi-jun , HUANG Da, YANG Chao . Mechanism analysis and treatment technique of surrounding rock instability for tunnel portal section in weak surrounding rock [J]. , 2012, 33(7): 2229-2234.
[7] TANG Ming-ming,WANG Zhi-yin,LI Yun-peng. Study of construction methods for crossing bias small interval highway tunnel [J]. , 2011, 32(4): 1163-1168.
[8] CHEN Xin-ze. Interaction mechanism and reinforcement effects of prestressed anchorage piles based on FLAC 3D [J]. , 2009, 30(S2): 499-504.
[9] JIN Lu , JIANG An-nan , ZHAO Wen , ZHANG Jiao . 3D numerical simulation of dynamic construction of Gezhenpu tunnel with cataclastic section [J]. , 2008, 29(S1): 272-276.
[10] LIU Ting-jin , WEI Li-xin , FANG Ying-guang , MO Hai-hong . 3D numerical analysis of influence of tunnel construction on neighboring viaduct [J]. , 2008, 29(5): 1387-1390.
[11] ZHU Zheng-guo, QIAO Chun-sheng, GAO Bao-bin. Analysis of construction optimization and supporting structure under load of shallow multi-arch tunnel under unsymmetrical pressure [J]. , 2008, 29(10): 2747-2752.
[12] WANG Shao-qiang , QIAO Chun-sheng , XU Gan-cheng , ZHU Zheng-guo,. Deformation and stress distribution of middle-wall for asymmetrically-loaded double-arch tunnel under complicated geological conditions [J]. , 2007, 28(S1): 449-454.
[13] DU Ju-hong, HUANG Hong-wei. Three-dimensional numerical simulation of construction for bias closely spaced tunnels with altitude difference [J]. , 2007, 28(S1): 531-535.
[14] ZHANG Zhi-qiang, HE Chuan. Research on optimized construction procedure for double-arched tunnel in unsymmetrical pressure [J]. , 2007, 28(4): 723-727.
[15] LI Zhi-yong , YAN Li , YANG Jun-sheng . Numerical analysis and treatment of a collapsed middle drift for shallow multi-arch tunnel under unsymmetrical pressure [J]. , 2007, 28(1): 102-106.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] LIANG Jian-wei, FANG Ying-guang, GU Ren-guo. Analysis of microelectric field effect of seepage in tiny-particle clay[J]. , 2010, 31(10): 3043 -3050 .
[3] LI Xiu-zhen,WANG Cheng-hua,DENG Hong-yan. A comparison of distance and Fisher discrimination methods applied to identifying potential landslides[J]. , 2011, 32(1): 186 -192 .
[4] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
[5] WANG Zhen-hong,ZHU Yue-ming,WU Quan-huai,ZHANG Yu-hui. Thermal parameters of concrete by test and back analysis[J]. , 2009, 30(6): 1821 -1825 .
[6] JI Wu-jun. Investigation and analysis of engineering problems for loess tunnels[J]. , 2009, 30(S2): 387 -390 .
[7] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[8] CHEN Li-wen, SUN De-an. Bifurcation analysis of overconsolidated clays with soil-water coupling along different stress paths[J]. , 2011, 32(10): 2922 -2928 .
[9] ZHENG Gang ZHANG Li-ming DIAO Yu. Analysis of working performance of piles beneath excavation bottom and settlement calculation[J]. , 2011, 32(10): 3089 -3096 .
[10] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .