土木工程 |
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刚度衰减模型在大直径桩累积侧向位移分析中的应用 |
胡安峰1,2, 张光建1,2,3, 贾玉帅1,2, 张晓冬1,2 |
1. 浙江大学 滨海和城市岩土工程研究中心,浙江 杭州 310058;2. 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;3. 中冶集团武汉勘察研究院有限公司,湖北 武汉 430080 |
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Application of degradation stiffness model in analysis of cumulative lateral displacement of monopile foundation |
HU An-feng1,2, ZHANG Guang-jian1,2,3, JIA Yu-shuai1,2, ZHANG Xiao-dong1,2 |
1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China;
2. Key Laboratory of Soft Soil and Environmental Geotechnical Engineering of Ministry of Education,
Zhejiang University, Hangzhou 310058, China; 3. Wuhan Surveying-geotechnical Research Institute
Limited Company of MCC , Wuhan 430080, China |
引用本文:
胡安峰, 张光建, 贾玉帅, 张晓冬. 刚度衰减模型在大直径桩累积侧向位移分析中的应用[J]. J4, 2014, 48(4): 721-726.
HU An-feng, ZHANG Guang-jian, JIA Yu-shuai, ZHANG Xiao-dong. Application of degradation stiffness model in analysis of cumulative lateral displacement of monopile foundation. J4, 2014, 48(4): 721-726.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2014.04.023
或
http://www.zjujournals.com/eng/CN/Y2014/V48/I4/721
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