›› 2007, Vol. 28 ›› Issue (S1): 474-484.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

The idea of underground water environmental balance applied to the design of the tunnel under high hydrostatic pressures

FU Gang, CAO Yan-ping, ZHANG Lin, ZHANG Cheng-yu, LIU Heng-wei   

  1. College of Civil Architecture, Chongqing Jiao tong University, Chongqing 400074, China
  • Received:2007-05-31 Online:2007-10-25 Published:2014-03-28

Abstract: The idea of maintaining groundwater environmental balance is used to design the tunnel under high hydrostatic pressure. The parameters of tunnel water handling and the method of calculation of lining against water pressure are studied. In the end, the method of design is introduced with Lishuwan Tunnel as a example. The construction results show that the idea of groundwater environmental balance applied to design the tunnel under high hydrostatic pressure is rational,safe and effective for environmental protection,cost reduction,reduction of construction time.

Key words: groundwater, environment, balance, high hydrostatic pressure, design, lining against water pressure

CLC Number: 

  • U 451
  • 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] HONG Ben-gen, LUO Si-hai, HU Shi-li, WANG Guan-shi, YAO Kang, . Influence of matric suction on shear strength of unsaturated ion-absorbed rare earth [J]. Rock and Soil Mechanics, 2019, 40(6): 2303-2310.
[2] LU Hua-xi, XU Lu-yao, LIANG Ping-ying, WU Bi-tao. Influence of hill on railway environmental vibration [J]. Rock and Soil Mechanics, 2019, 40(4): 1561-1568.
[3] 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.
[4] DENG Yang-yang, CHEN Cong-xin, XIA Kai-zong, ZHENG Xian-wei, . Cause analysis of surface collapse in western area of Chengchao iron mine [J]. Rock and Soil Mechanics, 2019, 40(2): 743-758.
[5] YIN Xiao-meng, YAN E-chuan, LIU Xu-yao, LI Xing-ming, . Study on force of underground water in soil stability calculation [J]. Rock and Soil Mechanics, 2019, 40(1): 156-164.
[6] ZHENG Gang, LI Qing-han, HA Da, CHENG Xue-song, . Study of stress state and settlement induced by pressure relief of confined aquifers in Tianjin [J]. Rock and Soil Mechanics, 2018, 39(S2): 285-294.
[7] GENG Zhe, LI Shu-chen, ZHAO Shi-sen, ZHANG Jing-yu. Nonlinear dynamic analysis and application of thrust force for slurry balance shield [J]. , 2018, 39(S1): 469-476.
[8] GUO Fei, TAO Lian-jin, KONG Heng, MA Hong-hong, ZHANG Li-li, ZHANG Xin-quan,. Analysis of propagation and attenuation of vibration induced by shield tunneling in Lanzhou sandy gravel layer [J]. , 2018, 39(9): 3377-3384.
[9] XIAO Guo-feng, CHEN Cong-xing. Simulation of progressive failure process and stability analysis method for rock block [J]. , 2018, 39(8): 3001-3010.
[10] WU Shu-guang, FU Hong-mei, ZHANG Yan-yan,. Study on anchorage mechanism and application of tension-compression dispersive anchor cable [J]. , 2018, 39(6): 2155-2163.
[11] FU Xiao, JI Wen-you, ZHANG Jian-jing, CAO Li-cong, FAN Gang,. Seismic response for plane sliding of slope reinforced by anchor-chain-framed ground beams through shaking table test [J]. , 2018, 39(5): 1709-1719.
[12] CHAO Zhi-ming, WANG Huan-ling, XU Wei-ya, JIA Chao-jun, ZHAO Kai,. A rapid method for preparing rock samples with different water saturation levels [J]. , 2018, 39(3): 1109-1114.
[13] WAN Zhi-hui, DAI Guo-liang, GONG Wei-ming, . Enhanced mechanism of post-grouting pile in coral-reef limestone formations [J]. , 2018, 39(2): 467-473.
[14] LIU Jin-hui, LI Wen-xiao, LIU Yu-sen, LIU Bao-guo,. A method for determining the ratio of similar material to simulate porous water-bearing stratum [J]. , 2018, 39(2): 657-664.
[15] LIU Shi-wei, SHENG Qian, ZHU Ze-qi, GONG Yan-feng, CUI Zhen, LI Jian-he, ZHANG Shan-kai,. Research on boundary effect of groundwater seepage in tunnel surrounding rock [J]. , 2018, 39(11): 4001-4009.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] CHENG Tao, YAN Ke-qin. Numerical simulation for influences of stress paths on earth's surface deformation[J]. , 2010, 31(2): 661 -666 .
[2] MI Hai-zhen, GAO Chun. Experimental study of expansive behaviors of quicklime[J]. , 2010, 31(4): 1253 -1256 .
[3] HE Xian-long, ZHAO Li-zhen. Analysis of shear wave velocity based on multiple cross-correlation functions[J]. , 2010, 31(8): 2541 -2545 .
[4] SUN Xi-ping, ZHANG Bao-hua, ZHANG Qiang, WANG Xiao-nan. Stability analysis of gravity quay when rubble bedding was eroded by water flow[J]. , 2010, 31(10): 3184 -3190 .
[5] XIAO Lin, YANG Cheng-kui, HU Zeng-hui, LI Xiao-zhao, LI Mo. Model test on temperature distribution in metro tunnel surrounding rock and inverse calculation of its thermal conductivity[J]. , 2010, 31(S2): 86 -91 .
[6] YAO Hua-yan, FENG Xia-ting, CUI Qiang, SHEN Lin-fang, ZHOU Hui, CHENG Chang. Experimental study of effect of chemical corrosion on strength and deformation of hard brittle limestone[J]. , 2009, 30(2): 338 -344 .
[7] PAN Yue, ZHANG Yong, WANG Zhi-qiang. Catastrophe theoretical analysis of disintegrated outburst of a single coal shell in coal-gas outburst[J]. , 2009, 30(3): 595 -602 .
[8] ZHANG Chun-hui, ZHAO Quan-sheng. Early warning system of mining subsidence damage based on ARCGIS[J]. , 2009, 30(7): 2197 -2202 .
[9] SUN Jian , WANG Lian-guo , TANG Fu-rong , SHEN Yi-feng , GONG Shi-long. Microseismic monitoring failure characteristics of inclined coal seam floor[J]. , 2011, 32(5): 1589 -1595 .
[10] YANG Yong-xiang , ZHOU Jian , JIA Min-cai , HU Jin-hu. Visualization testing on liquefaction properties of saturated sands[J]. , 2011, 32(6): 1643 -1648 .