土木与交通工程 |
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上海软土地区某逆作法地铁深基坑变形 |
康志军1,2, 黄润秋3, 卫彬4, 谭勇1,5 |
1. 同济大学 地下建筑与工程系, 上海 200092;
2. 保利(成都)实业有限公司, 四川 成都 610000;
3. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室, 四川 成都 610059;
4. 中铁二院 华东勘察设计有限责任公司, 上海 200023;
5. 同济大学 岩土及地下工程教育部重点实验室, 上海 200092 |
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Deformation behaviors of deep top-down metro excavation in Shanghai soft clay |
KANG Zhi-jun1,2, HUANG Run-qiu3, WEI Bin4, TAN Yong1,5 |
1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
2. Poly(CHENGDU) Holdings Company Limited, Chengdu 610000, China;
3. National Professional Laboratory of Geological Hazards Prevention and Geological Environment Protection, Chengdu University of Technology, Chengdu 610059, China;
4. China Railway Eryuan Engineering Group Company, East China Survey and Design limited Company, Shanghai 200023, China;
5. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China |
引用本文:
康志军, 黄润秋, 卫彬, 谭勇. 上海软土地区某逆作法地铁深基坑变形[J]. 浙江大学学报(工学版), 2017, 51(8): 1527-1536.
KANG Zhi-jun, HUANG Run-qiu, WEI Bin, TAN Yong. Deformation behaviors of deep top-down metro excavation in Shanghai soft clay. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2017, 51(8): 1527-1536.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2017.08.007
或
http://www.zjujournals.com/eng/CN/Y2017/V51/I8/1527
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