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非均质软基上桶形基础承载性能有限元分析
引用本文:武科,马明月,陈榕.非均质软基上桶形基础承载性能有限元分析[J].防灾减灾工程学报,2011,31(3):335-340.
作者姓名:武科  马明月  陈榕
作者单位:中国矿业大学深部岩土力学与地下工程国家重点实验室;山东大学岩土与结构工程研究中心;山东科技大学;大连理工大学土木水利学院岩土工程研究所;
基金项目:中国矿业大学深部岩土力学与地下工程国家重点实验室开放基金项目(SKLGDUEK0910); 河海大学岩土力学与堤坝工程教育部实验室开放基金项目(GH200803); 中国博士后科学基金项目(20090451329)资助
摘    要:作为海洋平台的基础部分,桶形基础不仅承受海洋平台结构及自身重量等竖向荷载的长期作用,而且往往还遭受波浪等所产生的水平荷载及力矩等其它荷载分量的作用.因此,确定软基上桶形基础在竖向荷载(V)、水平荷载(H)和力矩(M)等共同作用下的承载特性,建立其在复合加载模式下的破坏包络面,并进而依此评价海洋平台基础及地基的稳定性,是...

关 键 词:桶形基础  复合加载  有限元  横观各向异性

FEM Analysis of Bearing Capacity of Bucket Foundation in the Cross-anisotropic Soft Soil
WU Ke,MA Ming-yue,CHEN Rong.FEM Analysis of Bearing Capacity of Bucket Foundation in the Cross-anisotropic Soft Soil[J].Journal of Disaster Prevent and Mitigation Eng,2011,31(3):335-340.
Authors:WU Ke  MA Ming-yue  CHEN Rong
Institution:WU Ke~(1,2),MA Ming-yue~3,CHEN Rong~4 (1.State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining & Technology,Xuzhou 221008,China,2.Geotechnical and Structural Engineering Research Institute,Shandong University,Jinan 250061,3.Shandong University of Science and Technology,Qingdao 266510,4.Institute of Geotechncial Engineering,School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China)
Abstract:Bucket foundation is a new-type offshore foundation applicable especially for marginal field oil extraction,which is usually subjected to the simultaneous actions of both gravity and other environmental loads.Gravity loads act vertically while environmental loads induced by wave,wind and current are imposed laterally with both horizontal load and moment on the foundation.The responses of suction caisson foundation subjected to such a type of combined loads are therefore of great importance for the design an...
Keywords:bucket foundation  combined loading  finite element method  cross-anisotropy  
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