摘要
通过有限元法 ,利用SuperSAP软件对竖向荷载作用下的复合桩基进行三维弹性分析 ,探求桩、土、承台的相互影响 。
Based upon finite element analysis and utilizing Super SAP software the three dimensional elastic analysis of composite pile foundation under vertical load is made. The interactions among pile, ground and platform are discussed in order to reveal helpful design mechanics.
出处
《山西建筑》
2003年第7期48-49,共2页
Shanxi Architecture
关键词
复合桩基
有限元
群桩基础
竖向荷载
composite pile foundation, finite element, pile group foundation
