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《Journal of Beijing Jiaotong University》 2013-01
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Design and stability analysis of submerged trench slope for deep buried immerse tunnel in external sea

WANG Yong1,2,QIAO Chunsheng1,SUN Caihong3(1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;2.CCCC Highway Consultants Co.Ltd,Beijing 100088,China;3.China Jingye Engineering Co.Ltd,Beijing 100088,China)  
Taking HZM immerse tunnel as the background,the design and stability analysis of submerged trench slope are discussed,specifically for the characteristics of the deep excavation,complicated geology condition and particular effects such as wave and shipwrecks,and excavation experiment is carried out to verify the stability of the slope.The results show that the slip faces are located in upper part of mucky layer,and slope classification by stratum types is rational.Wave,earthquake and shipwrecks should be considered during the analysis.
【CateGory Index】: U459.5
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【Citations】
Chinese Journal Full-text Database 3 Hits
1 Xiao Mingqing (Institute of Architecture & Civil Engineering, Zhongnan University, Wuhan 430063);Research on Stability and Suitable Slope Ratio of Subwater Trench for Immersed Tunnel Crossing the Yantze River[J];Modern Tunnelling Technology;2001-01
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【Co-citations】
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1 Liu Qianqian et al(Anhui Expressway Testing Monitoring Scientific Research Center,Hefei 230061,China);Model Test of the Underwater Rock Slope under Wave Action[J];Anhui Architecture;2008-05
2 SHEN Mingrong~(①②)DENG Hairong(①Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai200092)(②Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai200092));FINITE ELEMENT ANALYSIS OF SUBMERGED ROCK SLOPE STABILITY UNDER WAVE ACTION[J];Journal of Engineering Geology;2006-05
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1 LIU Jian?guo,ZHOU Shun?hua,GONG Quan?mei (Inst. of Geotechnical Eng., Shanghai Tiedao Univ., Shanghai 200331, China;Calculating Mode for the Stability of Underwater Slope[J];JOURNAL OF SHANGHAI TIEDAO UNIVERSITY(NATURAL SCIENCE EDITION);2000-02
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