摘要
文章以天津港高桩码头的特定地层条件、土性参数、桩基结构体系为对象 ,对天津港高桩码头的桩坡体系在使用期间受到岸坡土体清淤疏浚施工扰动的性状进行了逼近问题原形的 FEM数值分析。数值分析结果全面地揭示了岸坡土体开挖施工过程引起码头桩坡体系共同作用的规律。
The paper, according to the special geological conditions and pile foundation patterns of Tianjin Port, performed a comprehensive FEM numerical analysis of the effect of the slope soil excavation on the high rise pier safety in combination of some improvement of FEM numerical method for pile soil interaction analysis The numerical results predicted some potential problems of the pile foundation induced by the slope soil excavation and valuable to the practical engineering design
出处
《中国港湾建设》
北大核心
2002年第2期33-38,共6页
China Harbour Engineering
