›› 2006, Vol. 27 ›› Issue (S1): 279-282.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of empirical analogue methods to research of rock cover of subsea tunnel

LI Shu-cai1, WANG Yan2, LI Shu-chen1   

  1. 1. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250012, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2006-05-28 Published:2006-12-15

Abstract: The rock cover depth of subsea tunnel is a key factor to the tunnel stability as well as economy and should be evaluated carefully. At present, there is no a standard in how to select it. Based on the characters of rock cover depth selection, according to the experience of subsea tunnels which have been built, empirical analogue methods have been carried to research it. Through employed empirical analogue methods into an actual engineering, reasonable rock cover depth ranges can be obtained. The methods proposed can provide reference for the design of other subsea tunnels.

Key words: subsea tunnel, rock cover, empirical analogue method

CLC Number: 

  • U 452
  • 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] LI Hong-bo, JIA Feng, LI Jing, LI Shuo-biao,. Key technologies for design of subsea tunnel of Dalian metro line 5 [J]. , 2017, 38(S1): 395-401.
[2] TAN Zhong-sheng , LI Jian , ZHUO Yue , ZHANG Peng . Test study of waterproof effect of nonwoven fabrics on subsea tunnel lining [J]. , 2012, 33(7): 1927-1932.
[3] LI Shu-cai , ZHAO Yan , XU Bang-shu , LI Li-ping , LIU Qin , WANG Yu-kui . Study of determining permeability coefficient in water inrush numerical calculation of subsea tunnel [J]. , 2012, 33(5): 1497-1504.
[4] CHEN Wei-zhong , CAO Jun-jie , YU Hong-dan , JIA Shan-po , CHEN Pei-shuai. Study of elastoplastic constitutive model of strongly weathered granite Ⅱ: Engineering application [J]. , 2011, 32(12): 3541-3547.
[5] WANG Yong-hong , MA Dong , LING Shu-yun , CHEN Ying. Grouting technology of tunnelling construction in submarine developing belt of permeable channel [J]. , 2011, 32(12): 3660-3666.
[6] CHEN Wei-zhong ,CAO Jun-jie ,YU Hong-dan ,JIA Shan-po ,CHEN Pei-shuai ,LI Zhi-guo. Study of elastoplastic constitutive model of strongly weathered granite PartⅠ: Theoretical model and parameter inversion [J]. , 2011, 32(11): 3207-3211.
[7] 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.
[8] GUO Xiao-hong, LIANG Wei, YU Hong-dan, CAO Jun-jie, CHEN Wei-zhong. Research on mechanical characteristics of weathered granite for subsea tunnel [J]. , 2010, 31(12): 3778-3783.
[9] WANG Ming-nian, LU Jun-fu, LIU Da-gang, ZHANG Jian-guo. Study of absolute deformation control criterion and its application for large section subsea tunnel with “CRD” method [J]. , 2010, 31(10): 3354-3360.
[10] XU Wen-feng. Study of whole curves of Rock mass displacements in subsea tunnel [J]. , 2009, 30(S1): 220-224.
[11] LI Shu-cai,XU Bang-shu,DING Wan-tao,ZHANG Qing-song. Weighted function method for minimum rock cover thickness of subsea tunnel [J]. , 2009, 30(4): 989-996.
[12] WANG Xing-hua,ZHANG Min,WANG Sui-xin. Elastoplastic analysis of surrounding rocks of subsea tunnel with consideration of seepage and material softening [J]. , 2009, 30(11): 3267-3272.
[13] YU Li-yuan,LI Shu-cai,XU Bang-shu. Stability analysis of Zhoushan subsea tunnel with drill-and-blast construction method [J]. , 2009, 30(11): 3453-3459.
[14] ZHANG Xian-tang , WANG Hong-li , ZHOU Hong-min , LU Li-biao . Application of FLAC3D to forecast water flow in subsea tunnel [J]. , 2008, 29(S1): 258-262.
[15] CHEN Qiang, CHEN Wei-tao. Study of water-soil interaction on similar soil surrounding rock in Xiamen Subsea Tunnel [J]. , 2008, 29(10): 2623-2626.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] ZHONG Jia-yu, ZHENG Yong-lai, NI Yin. Experimental study of response pattern of pore water pressure on sandy seabed under wave action[J]. , 2009, 30(10): 3188 -3193 .
[2] YANG Li-guo,LUO Ya-sheng,LI Yan,WANG Zhi-jie. Research on effect of initial stress conditions on dynamic strength of compacted loess[J]. , 2010, 31(1): 87 -91 .
[3] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[4] LI Ke,SHI Bin,TANG Chao-sheng,WEI Guang-qing,WANG Bao-jun. Feasibility research on soil deformation monitoring with distributed optical fiber sensing technique[J]. , 2010, 31(6): 1781 -1785 .
[5] CHEN Jian-feng,WANG Xin,SHI Zhen-ming,CHU Wei-hong,WANG Yan-ling. Analysis of construction interaction of highway shield tunnels with short-distance and large diameter[J]. , 2010, 31(S2): 242 -246 .
[6] DU Yan-jun, FAN Ri-dong. Compressibility and permeability behavior of two types of amended soil-bentonite vertical cutoff wall backfills[J]. , 2011, 32(S1): 49 -54 .
[7] ZHOU Yang, ZHOU Guo-qing. Semi-analytical solution for temperature field of one-dimensional soil freezing problem[J]. , 2011, 32(S1): 309 -0313 .
[8] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .
[9] HUO Jun-shuai, CHEN Tao, GONG Quan-mei, ZHOU Shun-hua. Confined water pumping test of deep-large-irregular foundation pit with complex surrounding conditions[J]. , 2011, 32(S2): 268 -273 .
[10] YUAN Jing-qiang , CHEN Wei-zhong , TAN Xian-jun , WANG Hui. Mesomechanical simulation of grouting in weak strata[J]. , 2011, 32(S2): 653 -659 .