土木工程 |
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饱和沙土中土压盾构开挖面极限支护力 |
刘维1, 张翔杰2, 唐晓武1, 朱季3, 陈仁朋1 |
1.浙江大学 软弱土与环境土工教育部重点实验室,浙江 杭州 310058; 2.东京工业大学 土木工程学院,东京 152-8552;
3.中铁第四勘察设计研究院隧道所,湖北 武汉430000 |
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Supporting pressure for earth pressure balance tunnel face stability
when tunneling is implemented in saturated sandy soil |
LIU Wei1, ZHANG Xiang-jie2, TANG Xiao-wu1, ZHU Ji3, CHEN Ren-peng1 |
1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;
2. Civil Engineering Institute, Tokyo Institute of Technology, Tokyo 152-8552, Japan; 3. China Railway Siyuan Survey
and Design Group Limited Company, Wuhan 430000, China |
引用本文:
刘维, 张翔杰, 唐晓武, 朱季, 陈仁朋. 饱和沙土中土压盾构开挖面极限支护力[J]. J4, 2012, 46(4): 665-671.
LIU Wei, ZHANG Xiang-jie, TANG Xiao-wu, ZHU Ji, CHEN Ren-peng. Supporting pressure for earth pressure balance tunnel face stability
when tunneling is implemented in saturated sandy soil. J4, 2012, 46(4): 665-671.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2012.04.014
或
http://www.zjujournals.com/eng/CN/Y2012/V46/I4/665
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