土木与交通工程 |
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地下增层开挖托换桩的屈曲稳定临界荷载分析 |
单华峰, 夏唐代, 俞峰, 胡军华, 潘金龙 |
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. 浙江大学 滨海与城市岩土工程研究中心,浙江 杭州 310058;
3. 浙江理工大学 建筑工程学院,浙江 杭州 310018;
4. 岩土科技股份有限公司,浙江 杭州,310001 |
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Buckling stability analysis on critical load of underpinning pile for excavation beneath existing building |
SHAN Hua feng, XIA Tang dai, YU Feng, HU Jun hua,PAN Jin long |
1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;
2. Research Center of Costal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China;
3. School of Civil Engineering and Architecture, Zhejiang SciTech University, Hangzhou 310018, China;
4. The Geotechnical Technologies Holdings Co. Ltd., Hangzhou Zhejiang 310001 |
引用本文:
单华峰, 夏唐代, 俞峰, 胡军华, 潘金龙. 地下增层开挖托换桩的屈曲稳定临界荷载分析[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2016.08.001.
SHAN Hua feng, XIA Tang dai, YU Feng, HU Jun hua,PAN Jin long. Buckling stability analysis on critical load of underpinning pile for excavation beneath existing building. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2016.08.001.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2016.08.001
或
http://www.zjujournals.com/eng/CN/Y2016/V50/I8/1425
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