土木工程 |
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基于极限拉应变法的盾构掘进注浆隆起
对上覆结构的影响 |
林存刚1, 张忠苗1, 吴世明2, 崔迎辉3 |
1. 浙江大学 岩土工程研究所,软弱土与环境土工教育部重点实验室,浙江 杭州 310058;
2. 杭州庆春路过江隧道有限公司,浙江 杭州 310002; 3.中国石油独山子石化公司营销调运处,新疆 独山子 833600 |
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Influences of grouting heave on overlying structures in shield tunneling |
LIN Cun-gang1, ZHANG Zhong-miao1, WU Shi-ming2, CUI Ying-hui3 |
1. Institute of Geotechnical Engineering, MOE Key Laboratory of Soft Soils and Geoenvironment Engineering,
Zhejiang University, Hangzhou, 310058, China;2. Hangzhou Qing-chun Road Cross-river Tunnel Company Limited,
Hangzhou,Zhejiang 310002, China; 3. PetroChina Dushanzi Petrochemical Company,Dushanzi 833600, China |
引用本文:
林存刚, 张忠苗, 吴世明, 崔迎辉. 基于极限拉应变法的盾构掘进注浆隆起
对上覆结构的影响[J]. J4, 2012, 46(12): 2215-2223.
LIN Cun-gang, ZHANG Zhong-miao, WU Shi-ming, CUI Ying-hui. Influences of grouting heave on overlying structures in shield tunneling. J4, 2012, 46(12): 2215-2223.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2012.12.012
或
http://www.zjujournals.com/eng/CN/Y2012/V46/I12/2215
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