土木工程 |
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盾构隧道管片施工期上浮特性 |
陈仁朋1, 刘源1, 刘声向2, 汤旅军1 |
1. 浙江大学 软弱土与环境土工教育部重点实验室,岩土工程研究所,浙江 杭州 310058;2. 深圳市政工程总公司,广东 深圳 518034 |
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Characteristics of upward moving for lining during shield tunnelling construction |
CHEN Ren-peng1, LIU Yuan1, LIU Sheng-xiang2, TANG Lv-jun1 |
1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 2. Shenzhen Municipal Engineering Corporation, Shenzhen 518034, China |
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[8] 杨方勤,段创峰,吴华柒,等.上海长江隧道抗浮模型实验与理论研究[J].地下空间与工程学报,2010,6(3): 454-459.
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ZHU Ling,DING Wen-qi,YANG Bo, Effect of shield tunnel uplift caused by back-filled grouting on structure[J].Chinese Journal of Rock Mechanics and Engineering, 2012,31(Supp1): 3377-3382.
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CHEN Jun-sheng.Research on the mechanical behavior of shield tunnel lining[D].Guangzhou: South China University of technology,2007. |
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