›› 2010, Vol. 31 ›› Issue (S1): 337-341.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study of in-situ monitoring of shallow buried tunnel in loose ground

YUE Xiang-hong，YANG Yong-bo，LI Qi，ZHANG Jie   

  1. 1. Wuhan RSM Intelligence Geotechnical Co., Ltd., Wuhan 430071, China; 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2010-03-05 Online:2010-08-10 Published:2010-09-09

PDF (Chinese)

1986

Abstract:

With respect to shallow depth bored tunnel constructed beneath existing Jiahe road, a comprehensive monitoring the mechanical and deformation characters of the tunnel has been performed during construction., including the ground settlement, crown settlement, convergence, steel support stress, etc. Based on the measured data, the deformation and stress properties of surrounding rocks and supporting system are analyzed. The interaction time-space range and the control method in the construction of shallow depth bored tunnel in loose ground are presented. Meanwhile, the real-time monitoring information is applied to optimizing the supporting system. The experience and conclusions will enrich the theory of shallow depth bored tunnel. The results can be adopted in the design, construction and monitoring.

Key words: tunnels engineering, shallow depth bored, loose ground, monitoring

CLC Number: 

  • U 453
[1] ZHANG Ding-wen, LIU Zhi-xiang, SHEN Guo-gen, E Jun-yu, . Measurement of earth pressure of shallow buried tunnel with super large diameter and applicability evaluation of calculation method [J]. Rock and Soil Mechanics, 2019, 40(S1): 91-98.
[2] ZHENG Shuai, JIANG An-nan, ZHANG Feng-rui, ZHANG Yong, SHEN Fa-yi, JIANG Xu-dong, . Dynamic classification method of surrounding rock and its engineering application based on machine learning and reliability algorithm [J]. Rock and Soil Mechanics, 2019, 40(S1): 308-318.
[3] LI Qiao, MENG Fan-zeng, NIU Yuan-zhi. Bridge pier deformation and control technology of jacking framed bridge with loading under crossing high speed railway [J]. Rock and Soil Mechanics, 2019, 40(9): 3618-3624.
[4] CHEN Bing-rui, WU Hao, CHI Xiu-wen, LIU Hui, WU Meng-die, YAN Jun-wei, . Real-time recognition algorithm for microseismic signals of rock failure based on STA/LTA and its engineering application [J]. Rock and Soil Mechanics, 2019, 40(9): 3689-3696.
[5] LI Tong, FENG Xia-ting, WANG Rui, XIAO Ya-xun, WANG Yong, FENG Guang-liang, YAO Zhi-bin, NIU Wen-jing, . Characteristics of rockburst location deflection and its microseismic activities in a deep tunnel [J]. Rock and Soil Mechanics, 2019, 40(7): 2847-2854.
[6] ZHAO Jiu-bin, LIU Yuan-xue, LIU Na, HU Ming, . Spatial prediction method of regional landslide based on distributed bp neural network algorithm under massive monitoring data [J]. Rock and Soil Mechanics, 2019, 40(7): 2866-2872.
[7] YANG Jie, MA Chun-hui, CHENG Lin, LÜ Gao, LI Bin, . Research advances in the deformation of high-steep slopes and its influence on dam safety [J]. Rock and Soil Mechanics, 2019, 40(6): 2341-2353.
[8] WANG Jian-feng, LI Tian-bin, MA Chun-chi, ZHANG Hang, HAN Yu-xuan, ZHOU Xiong-hua, JIANG Yu-peng, . Gravitational search algorithm based microseismic positioning in tunnel surrounding rock [J]. Rock and Soil Mechanics, 2019, 40(11): 4421-4428.
[9] HOU Gong-yu, HAN Yu-chen, XIE Bing-bing, WEI Guang-qing, LI Zi-xiang, XIAO Hai-lin, ZHOU Tian-ci, . Pretension strain loss of fixed-point optical fiber in tunnel structural health monitoring [J]. Rock and Soil Mechanics, 2019, 40(10): 4120-4128.
[10] LIU Yong, FENG Shuai, QIN Zhi-meng. Similarity evaluation method of landslide monitoring points based on motion-angle-difference [J]. Rock and Soil Mechanics, 2019, 40(1): 288-296.
[11] JIANG Xiong, XU Nu-wen, ZHOU Zhong, HOU Dong-qi, LI Ang, ZHANG Min, . Failure mechanism of surrounding rock of bus-bar tunnels at Lianghekou hydropower station subjected to excavation [J]. Rock and Soil Mechanics, 2019, 40(1): 305-314.
[12] HE Hai-jie, LAN Ji-wu, GAO Wu, CHEN Yun-min, MA Peng-cheng, XIAO Dian-kun, . Application and analysis of compressed air drainage wells in landfill slip control [J]. Rock and Soil Mechanics, 2019, 40(1): 343-350.
[13] DONG Zhi-hong, DING Xiu-li, HUANG Shu-ling, WU Ai-qing, CHEN Sheng-hong, ZHOU Zhong, . Analysis of ageing-stress characteristics and long-term bearing risk of anchor cable for a large cavern in high geo-stress area [J]. Rock and Soil Mechanics, 2019, 40(1): 351-362.
[14] DONG Zhi-hong, NIU Xin-qiang, DING Xiu-li, WENG YongHong, HUANG Shu-ling, PEI Qi-tao, ZHANG Lian, . Deformation characteristics and feedback analysis of surrounding rock of underground powerhouse at left bank of Wudongde Hydropower Station [J]. Rock and Soil Mechanics, 2018, 39(S2): 326-336.
[15] XIAO Xiao-chun, DING Xin, PAN Yi-shan, LÜ Xiang-feng, WU Di, WANG Lei, FAN Yu-feng, . Development and application of true triaxial and multiparameter experimental system for coal rock containing methane [J]. Rock and Soil Mechanics, 2018, 39(S2): 451-462.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] MU Lin-long，HUANG Mao-song，GONG Wei-ming，YIN Yong-gao. Response analysis of anchorage foundation under lateral loading[J]. , 2010, 31(1): 287 -292 .
[2] WEN Shi-qiang, CHEN Yu-min, DING Xuan-ming, ZUO Wei-long. Application of grouted gravel pile in soft subgrade improvement of expressway[J]. , 2010, 31(5): 1559 -1563 .
[3] SUN Tie-cheng, GAO Bo, WANG Zheng-zheng. Aseismic and seism-reducing modeling study for entrance of two-track tunnels[J]. , 2009, 30(7): 2021 -2026 .
[4] LEI Hong-jun，LIU Zhong-ge，YU Yu-zhen，Lü He. Experimental study of seepage characteristics of clayey soil-structure interface under large shear deformation[J]. , 2011, 32(4): 1040 -1044 .
[5] LI Wei-chao, XIONG Ju-hua, YANG Min. Improved method for calculating anti-overturning safety factor of cement-soil retaining wall in layered soil[J]. , 2011, 32(8): 2435 -2440 .
[6] ZHANG Gui-min , LI Yin-ping , SHI Xi-lin , YANG Chun-he , WANG Li-juan. Research on a model material preparation method for alternate layered rock mass and preliminary experiment[J]. , 2011, 32(S2): 284 -289 .
[7] FAN Shu-li ，CHEN Jian-yun ，ZHANG Jun-qing. Research on bearing capacity of inclined uplift pile under wave cyclic loading[J]. , 2012, 33(1): 301 -306 .
[8] WANG Hong-xin , SUN Yu-yong . Test study and bar system FEM for foundation pits considering excavation width[J]. , 2012, 33(9): 2781 -2787 .
[9] ZHANG Le-wen, ZHANG De-yong, LI Shu-cai, QIU Dao-hong. Application of RBF neural network to rockburst prediction based on rough set theory[J]. , 2012, 33(S1): 270 -276 .
[10] JIA Chao，LI Peng，ZHANG Qiang-yong，LI Shu-cai. Failure probability research for salt rock gas storages during operation period[J]. , 2012, 33(11): 3352 -3358 .
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