NUMERICAL ANALYSIS OF BEARING CAPACITY OF SUCTION BUCKET FOUNDATION UNDER COMBINED LOADS
The response of suction caisson foundation subjected to combined loads is therefore of significant importance for the design and construction of offshore foundation. Three dimensional finite element numerical analyses are performed by utilizing the general-purpose FEM package ABAQUS/Standard to define the stability or failure envelopes and collapse and working mechanism of suction bucket foundation founded in the non-homogeneous soil strata under undrained conditions is discussed.
Ke Wu Mao-tian Luan Qing-lai Fan Zhi-yun Wang
Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian,11
国际会议
第九届工程结构完整性国际会议(The Ninth International Conference on Engineering Structural Integrity Assessment)
北京
英文
2007-10-15(万方平台首次上网日期,不代表论文的发表时间)