›› 2002, Vol. 23 ›› Issue (6): 821-824.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on controlling measures for ground surface settlement of three little distance parallel shallow embedded tunnels

WANG Ming-nian, LI Zhi-ye, GUAN Bao-shu   

  1. Dept. of Underground Engineering, Southwest Jiaotong University, Chengdu 610031, China
  • Received:2001-08-27 Online:2002-12-10 Published:2016-09-04

PDF (PC)

799

Abstract: The controlling measures for ground surface settlement of three little distance parallel shallow embedded tunnels in weak surrounding rock have been studied. The results show that the different engineering measures have obvious influences upon the ground surface settlement,the surrounding rock pressure, and convergence displacement.

Key words: ground surface settlement, three parallel tunnels, construction mechanics, little distance tunnels

CLC Number: 

  • U451
  • 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] CUI Qing-long , SHEN Shui-long , WU Huai-na , XU Ye-shuang , . Field investigation of deep excavation of metro station on surrounding ground in karst region of Guangzhou [J]. , 2015, 36(S1): 553-557.
[2] CAI Hai-bing , PENG Li-min , ZHENG Teng-long,. A method for predicting ground surface settlement in the artificial thawing period of tunnel horizontally frozen wall [J]. , 2015, 36(12): 3516-3522.
[3] WANG Fang , HE Shao-hui , LIU Jun , CAO Rui-lang . Analysis of control standard for ground surface settlement in excavating metro station by shield tunnel combined with pile-beam-arch method [J]. , 2012, 33(S2): 289-296.
[4] LIN Cun-gang, WU Shi-ming, ZHANG Zhong-miao ,LIU Jun-wei,LI Zong-liang . Influences of shield advance rate and abnormal machine halt on tunnelling-induced ground surface settlements [J]. , 2012, 33(8): 2472-2482.
[5] YIN Sheng-bin ，DING Hong-yan. Numerical analysis of estimation of ground surface settlement outside pit induced by soft-soil excavation [J]. , 2012, 33(4): 1210-1216.
[6] ZHANG Cheng-liang, HOU Ke-peng, LI Ke-gang. Numerical analysis of deformation and ground surface settlement of overlying road caused by exploiting [J]. , 2008, 29(S1): 635-639.
[7] LIU Da-gang , TAO De-jing , WANG Ming-nian . Stochastic method for predicting ground surface settlement and deformation induced by metro double tube tunneling [J]. , 2008, 29(12): 3422-3426.
[8] LU Xiao-feng , DING Yong-chun,. Two-dimensional finite element analysis of deformation characteristics of some special deep excavations [J]. , 2007, 28(S1): 682-686.
[9] LI Xing-gao. Risk evaluation of ground surface settlement based on interval analysis theory [J]. , 2007, 28(S1): 823-827.
[10] SUN Shao-rui ，WU Ji-min ，WEI Ji-hong,. The ground settlement research of excavation for doubled arch tunnels in expressway [J]. , 2006, 27(S1): 327-332.
[11] LI Wen-jiang, LIU Zhi-chun, ZHU Yong-quan. Ground surface settlement control norm for tunneling under railway station region in soft soil [J]. , 2005, 26(7): 1165-1169.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] ZHANG Xiu-cheng，WANG Yi-zhong，FU Xu-dong. Experimental research on wetting deformation of clayey soil of a freeway subgrade with different stress paths[J]. , 2010, 31(6): 1791 -1796 .
[2] WANG Shui-lin，WU Zhen-jun，LI Chun-guang，TANG Hua. Modeling of strain-softening and analysis of a lining for circular tunnel[J]. , 2010, 31(6): 1929 -1936 .
[3] ZHAO Ying, LIANG Bing, XUE Qiang, LIU Lei. Numerical simulation analysis of effect of surface water infiltration on water quality and quantity in landfills[J]. , 2010, 31(7): 2295 -2302 .
[4] ZHANG Hu-yuan, CUI Su-li, LIU Ji-sheng, LIANG Jian. Experimental study of swelling pressure of compacted bentonite-sand mixture[J]. , 2010, 31(10): 3087 -3095 .
[5] YE Feng, CAO Hong, DONG Zhi-liang. Application of dipole to simulating structures in urban seepage field[J]. , 2010, 31(10): 3324 -3328 .
[6] ZHANG Yong-hui，LI Hong-xu，SHENG Qian，WU Kai，LI Zhi-yong，YUE Zhi-ping. Study of highway landslide monitoring and early warning based on surface displacements[J]. , 2010, 31(11): 3671 -3677 .
[7] ZUO Xi, CHEN Guo-xing, WANG Zhi-hua, DU Xiu-li， SUN Tian, HU Qing-xing. Shaking table test on ground liquefaction effect of soil-metro station structure under near-and-far field ground motions[J]. , 2010, 31(12): 3733 -3740 .
[8] TAN Xian-jun, CHU Yi-dun , CHEN Wei-zhong, DAI Yong-Hao, CHEN Pei-shuai. A new method to study thermal conductivity of geomaterials considering phase change[J]. , 2010, 31(S2): 70 -74 .
[9] ZHANG Yong，GAO Wen-long，ZHAO Yun-yun. Influence research of coal seam mining and pole foundation stability of 1 000 kV UHV transmission line[J]. , 2009, 30(4): 1063 -1067 .
[10] 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 .
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