›› 2004, Vol. 25 ›› Issue (2): 320-323.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of stochastic medium theory to predicting settlement in longitudinal surface due to tunnel construction by shield

SHI Cheng-hua, PENG Li-min   

  1. School of Civil Engineering, Central South University, Changsha 410075, China
  • Received:2002-10-21 Online:2004-02-10 Published:2014-07-15

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Abstract: The ground surface settlement due to tunnel excavation and ground surface rising due to squeezing by shield is considered as a stochastic process; and the stochastic medium theory is applied to predicting and analyzing the ground settlement in longitudinal surface due to tunnel construction; and the corresponding calculation formulas are derived. An example of case history shows that the prediction method developed can reach good results and has some practical value.

Key words: tunnel construction by shield, ground settlement in longitudinal surface, stochastic medium theory

CLC Number: 

  • U 45
  • 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] WEI Gang, ZHOU Yang-kan. A simplified method for predicting ground settlement caused by adjacent parallel twin shield tunnel construction based on stochastic medium theory [J]. , 2016, 37(S2): 113-119.
[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] CAI Hai-bing , PENG Li-min , ZHENG Teng-long,. A duration prediction model of surface thawing settlement in construction period of tunnel with horizontal freezing method [J]. , 2014, 299(2): 504-510.
[4] CAI Hai-bing ，PENG Li-min ，ZHENG Teng-long . A duration prediction model of surface frost heave induced by tunnelling with horizontal freezing method [J]. , 2012, 33(6): 1761-1768.
[5] WEI Gang，CHEN Wei-jun，WEI Xin-jiang. Prediction of surface settlement induced by double-o-tube shield tunnel excavation [J]. , 2011, 32(4): 991-0996.
[6] WU Zhen-zhi, YANG Guo-xiang, YANG Lin-de, LIN Jia-xiang, WANG Ji-yun. Prediction and control of ground movement of Shanghai Yangtze River tunneling across building areas [J]. , 2010, 31(2): 582-587.
[7] XIE Gui-hua，ZHANG Jia-sheng，YIN Zhi-zheng. Spatiotemporal model of ground deformation caused by groundwater gathering based on stochastic medium theory [J]. , 2010, 31(1): 282-286.
[8] QI Jing-jing，XU Ri-qing，WEI Gang. Research on calculation method of soil 3D displacement due to shield tunnel construction [J]. , 2009, 30(8): 2442-2446.
[9] LI Fang-zheng. Research on superposition method of interaction between soil frost heave and beams on foundation [J]. , 2009, 30(1): 79-85.
[10] 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.
[11] YU Guang-ming , ZHANG Chun-hui , PAN Yong-zhan , LIU Fu-shun , YUAN Chang-feng . Space-time predicting model research of surface subsidence caused by groundwater exploitation [J]. , 2006, 27(5): 759-762.
[12] LIU Qing-tan, YAN Jun-seng, LIU Bao-cen, ZHU Zhi-heng. Development of software SASMD for determination of tunneling-induced ground surface movements [J]. , 2005, 26(S2): 234-238.
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