›› 2004, Vol. 25 ›› Issue (7): 1151-1154.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of borehole occluding system for tunnel curtain grouting in high pressure and rich water zone

ZHANG Ding-li1, LI Zhi-guo2   

  1. 1. Research Center of Tunneling and Underground Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. Institute of Science and Technology, Tunnel Engineering (Group) Co. Ltd. , Luoyang 471009 , China
  • Received:2003-04-14 Online:2004-07-09 Published:2014-07-18

PDF (PC)

1716

Abstract: The suitable grouting parameters for Yuanliangshan tunnel. are verified by analyzing particular karst aquifers within high pressure and rich water zone. And a borehole occluding system is developed by above analysis; the reliability of the system was thoroughly analysed and checked in order to quarantee construction safety. This technology was applied to construction of Yuanliangshan tunnel in Chongqing-Huaihua railway; and anticipatory effects have been obtained in complex karst condition. This technology can be applied to more field under similar conditions.

Key words: karst, tunnel, grouting, borehole occluding system, reliability

CLC Number: 

  • U 455
  • 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] GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098.
[2] CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162.
[3] 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.
[4] 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.
[5] WANG Da-hai, HE Shao-hui, LIU Xia-bing, ZHANG Jia-wen, YAO Wen-bo. Studies of the progressive ground arching on the loosening pressure above shallow tunnels [J]. Rock and Soil Mechanics, 2019, 40(6): 2311-2322.
[6] XIA Cai-chu, LIU Yu-peng, WU Fu-bao, XU Chen, DENG Yun-gang, . Viscoelasto-viscoplastic solutions for circular tunnel based on Nishihara model [J]. Rock and Soil Mechanics, 2019, 40(5): 1638-1648.
[7] YU Zheng, YANG Long-cai, ZHANG Yong, ZHAO Wei, . Uncertainty analysis of tunnel surrounding rock deformation considering consistency of geological heterogeneity features [J]. Rock and Soil Mechanics, 2019, 40(5): 1947-1956.
[8] WANG Feng-yun, QIAN De-ling, . Dilatancy analysis for a circular tunnel excavated in rock mass based on unified strength theory [J]. Rock and Soil Mechanics, 2019, 40(5): 1966-1976.
[9] HUANG Sheng-gen, SHEN Jia-hong, LI Meng, . Reliability analysis of bearing capacity of post-grouted bored piles [J]. Rock and Soil Mechanics, 2019, 40(5): 1977-1982.
[10] ZHANG Cong, LIANG Jing-wei, YANG Jun-sheng, CAO Lei, XIE Yi-peng, ZHANG Gui-jin, . Research on the diffusion mechanism and application of pulsate grouting in embankment and dam [J]. Rock and Soil Mechanics, 2019, 40(4): 1507-1514.
[11] YAN Jian, HE Chuan, WANG Bo, MENG Wei, . Influence of high geotemperature on rockburst occurrence in tunnel [J]. Rock and Soil Mechanics, 2019, 40(4): 1543-1550.
[12] GAO Cheng-lu, LI Shu-cai, LIN Chun-jin, LI Li-ping, ZHOU Zong-qing, LIU Cong, SUN Shang-qu, . Development and application of model test system for water leakage disease in tunnel lining [J]. Rock and Soil Mechanics, 2019, 40(4): 1614-1622.
[13] SUN Guang-chen, XIE Jia-you, HE Shan, FU He-lin, JIANG Xue-liang, ZHENG Liang, . Dynamic responses of bridge-tunnel approaching parts under different seismic excitation directions in soft surrounding rock [J]. Rock and Soil Mechanics, 2019, 40(3): 893-902.
[14] WEI Jiu-chuan, HAN Cheng-hao, ZHANG Wei-jie, XIE Chao, ZHANG Lian-zhen, LI Xiao-peng, ZHANG Chun-rui, JIANG Ji-gang. Mechanism of fissure grouting based on step-wise calculation method [J]. Rock and Soil Mechanics, 2019, 40(3): 913-925.
[15] ZHENG An-xing, LUO Xian-qi, CHEN Zhen-hua, . Hydraulic fracturing coupling model of rock mass based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(2): 799-808.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] WEI Long-hai, WANG Ming-nian, ZHAO Dong-ping, JI Yan-lei. Study of deformation controlling measures for large-span shallow tunnel[J]. , 2010, 31(2): 577 -581 .
[2] JIA Qiang，ZHANG Xin. Numerical analysis of slab underpinning construction in development of underground space[J]. , 2010, 31(6): 1989 -1994 .
[3] GU Shao-fu, LIU Yang-shao, LIU Shi-shun. Study of application of Asaoka method to settlement prediction[J]. , 2010, 31(7): 2238 -2240 .
[4] LIU Ming-gui，LIU Shao-bo，ZHANG Guo-hua. Application of general-purpose computation on GPUs to geotechnical engineering[J]. , 2010, 31(9): 3019 -3024 .
[5] CHEN Feng, TIAN Li-yong, LU Wei-hua. Analysis of influence of passing through shield tunnel on flood wall for Suzhou River[J]. , 2010, 31(12): 3855 -3860 .
[6] GAO Shu-sheng，QIAN Gen-bao，WANG Bin，YANG Zuo-ming，LIU Hua-xun. Numerical simulation study of mechanism for gas supplying and draining in volcanic gas reservoir in Xinjiang based on dual media model[J]. , 2011, 32(1): 276 -280 .
[7] Lü Xi-lin，HUANG Mao-song，QIAN Jian-gu. Strength parameter of sands under true triaxial test[J]. , 2009, 30(4): 981 -984 .
[8] SUN De-an，MENG De-lin，SUN Wen-jing，LIU Yue-miao. Soil-water characteristic curves of two bentonites[J]. , 2011, 32(4): 973 -0978 .
[9] LU Tao, WANG Kong-wei, LI Jian-lin. Study of failure mode of sandstone under reservoir water pressures[J]. , 2011, 32(S1): 413 -0418 .
[10] ZHANG Lei , GONG Xiao-nan , YU Jian-lin. Analysis of deformation and internal force for single pile under combined vertical and lateral loads considering yielding of soil[J]. , 2011, 32(8): 2441 -2445 .
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