›› 2008, Vol. 29 ›› Issue (4): 989-994.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Discussion on calculation of loose load on extra-large cross-section and large-span road tunnel

QU Hai-feng1.2, ZHU He-hua1.3, CAI Yong-chang1,3   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2.Shanghai Investment Consulting Corporation, Shanghai 200003, China; 3. Key Laboratory of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2006-05-15 Online:2008-04-10 Published:2013-07-10

Abstract: Theory equations and norm equations are primary methods to calculate loose load of tunnel. They are established based on the statistic and analysis of loose load from finished tunnels in general. With the development of road tunnel construction, the two-way and large-span road tunnel with eight-lane in either way become a new shape in recent years. The eight-lane tunnel has an increase in excavation area and a decrease in excavation height relatively for the aim of curtailing the cost of construction and has a smaller ratio of height to width. For this reason, current calculation method of loose load whether or not apply to barge-span tunnel has been significant for tunnel design. In this paper, firstly, various calculation methods are summarized and applied to Longtoushan Road Tunnel with eight-lane and barge-span. And then, calculation results are analyzed and compared. Secondly, rationality of calculation methods for Longtoushan Tunnel is analyzed based on numerical calculation and measured data. Finally, the paper presents and discusses applicability of various methods, especially for the eight-lane and barge-span tunnel, based on its own background and above study course. The purpose of the article is to provide reference for the design of extra-large cross-section and barge-span road tunnel.

Key words: extra-large cross-section and large-span, road tunnel, loose load, applicability

CLC Number: 

  • TU 451+.2
  • 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] YONG Rui,TANG Hui-ming,HU Xin-li,LI Chang-dong,HUANG Lei. Applicability study of linear fitting method of shear strength parameters of rock mass discontinuities [J]. , 2012, 33(S2): 118-124.
[2] SHI Xiang-chao, MENG Ying-feng, LI Gao. Comparative analyses of several rock strength criteria [J]. , 2011, 32(S1): 209-216.
[3] WANG Ming-nian, CHEN Wei-tao, LIU Da-gang, TONG Jian-jun. Study of unified standard of rocky and soil surrounding rock sub-classification in road tunnels [J]. , 2010, 31(2): 547-552.
[4] QU Hai-feng , ZHU He-hua , CAI Yong-chang . Analysis of influence of curvature radius of core-soil temporary support in double pilot tunnel excavation method [J]. , 2008, 29(7): 1778-1782.
[5] LAI Jin-xing, LI Ning-jun, XIE Yong-li. Research on reasonable section configuration of waterproofing and drainage in loess and soft surrounding rock road tunnel [J]. , 2007, 28(3): 614-618.
[6] ZHANG Li-ming , ZHENG Ying-ren , WANG Zai-quan , WANG Jian-xin . Application of strength reduction finite element method to road tunnels [J]. , 2007, 28(1): 97-101.
[7] ZHANG Ding-wen, LIU Song-yu. Mechanism of hydraulic fracture of foil under three dimensional its stress state and applicability [J]. , 2006, 27(S2): 66-70.
[8] WU Ya-jun , YANG Min , LI Da-yong . Numerical analysis of freezing soil curtain of tunnel connected aisle [J]. , 2006, 27(3): 487-490.
[9] JIANG An-long, ZHAO Chun-feng, GAO Da-zhao. Mathematical model method of determining preconsolidation pressure [J]. , 2003, 24(2): 292-295.
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] GUAN Yun-fei,GAO Feng,ZHAO Wei-bing,YU Jin. Secondary development of modified Cambridge model in ANSYS software[J]. , 2010, 31(3): 976 -980 .
[3] MI Hai-zhen, GAO Chun. Experimental study of expansive behaviors of quicklime[J]. , 2010, 31(4): 1253 -1256 .
[4] HE Xian-long, ZHAO Li-zhen. Analysis of shear wave velocity based on multiple cross-correlation functions[J]. , 2010, 31(8): 2541 -2545 .
[5] ZHANG Yu-cheng, YANG Guang-hua, JIANG Yan, YAO Jie, SHI Yong-sheng. Numerical simulation analysis of influence of blasting construction of foundation trench of immersed tunnel on stability of embankment[J]. , 2010, 31(S1): 349 -356 .
[6] ZHANG Lu-ming, ZHENG Ming-xin, HE Min. Study of characteristics of matric suction in landslide slip soils before and after landslide control[J]. , 2010, 31(10): 3305 -3312 .
[7] CHEN Jing-yu , GONG Xiao-nan, DENG Ya-hong. Research on dissipation of excess pore water pressure in one-dimensional finite strain consolidation of soft clays[J]. , 2009, 30(1): 191 -195 .
[8] 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 .
[9] XU Zheng-ming, XUE Qiang, ZHAO Ying. Research on time effect of modified sludge composites by triaxial tests on mechanical properties[J]. , 2011, 32(6): 1713 -1718 .
[10] CUI Wei, SONG Hui-fang, ZHANG She-rong, YAN Shu-wang. Numerical simulation of craters produced by explosion in soil[J]. , 2011, 32(8): 2523 -2528 .