›› 2006, Vol. 27 ›› Issue (8): 1339-1343.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental research of technology and timbering technique for plateau permafrost tunnel

JIANG Yi-yuan, WANG Xing-hua   

  1. School of Civil and Architectural Engineering, Central South University, Changsha 410075, China
  • Received:2004-11-15 Online:2006-08-10 Published:2013-11-26

Abstract: The Kunlunshan Tunnel is the longest tunnel of Qinghai-Tibet Railway on 550km continuous permafrost. It is the new technical problems met with during construction of tunnel in the area of plateau, cold and low atmospheric pressure. The result of the indoor and field experiments and construction practice showed that when wet concrete shot technology has been used in construction of permafrost tunnel, shot concrete could be felt with frozen wall rock firm and the timbering quality of the tunnel could be assured. It has been proved that wet shot concrete could be used in the construction of tunnel in plateau permafrost.

Key words: plateau permafrost, tunnel, timbering technique, technology, experiment research

CLC Number: 

  • U 459
  • 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.
  • 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] 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.
    [6] 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.
    [7] 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.
    [8] 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.
    [9] 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.
    [10] LI Chi, WANG Shuo, WANG Yan-xing, GAO Yu, BAI Siriguleng, . Field experimental study on stability of bio-mineralization crust in the desert [J]. Rock and Soil Mechanics, 2019, 40(4): 1291-1298.
    [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] WANG Qi , SUN Hui-bin , JIANG Bei , GAO Song , LI Shu-cai , GAO Hong-ke, . A method for predicting uniaxial compressive strength of rock mass based on digital drilling test technology and support vector machine [J]. Rock and Soil Mechanics, 2019, 40(3): 1221-1228.
    [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] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
    [2] GAO Guang-yun, ZHAO Yuan-yi, GAO Meng, YANG Cheng-bin. Improved calculation for lateral dynamic impedance of pile groups in layered soil[J]. , 2010, 31(2): 509 -515 .
    [3] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
    [4] LIU Jie, HE Jie, MIN Chang-qing. Contrast research of bearing behavior for composite foundation with tapered piles and cylindrical piles[J]. , 2010, 31(7): 2202 -2206 .
    [5] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
    [6] ZHANG Jian-min,WANG Fu-qiang. Post-liquefaction flow failure of saturated dilative sands and its mechanism[J]. , 2010, 31(9): 2711 -2715 .
    [7] WANG Wei-ming, SUN Rui, CAO Zhen-zhong, YUAN Xiao-ming. Comparative study of features of liquefied sites at home and abroad[J]. , 2010, 31(12): 3913 -3918 .
    [8] LI Min,CHAI Shou-xi,WANG Xiao-yan,WEI Li. Examination of reinforcement effect on basis of strength increment of reinforced saline soil with wheat straw and lime[J]. , 2011, 32(4): 1051 -1056 .
    [9] ZHANG Jia-lan, WEN Hai-jia, LI Bai-zhan. Reliability assessment of treating site slope of a natural gas storage station[J]. , 2009, 30(S2): 414 -417 .
    [10] LI Shu-cai ,ZHAO Yan ,LI Li-ping ,ZHOU Yi ,LIU Qin. Study of construction section comprehensive load releasing process of ultra-large section railway tunnel[J]. , 2011, 32(9): 2845 -2851 .