【摘 要】
:
竖向荷载下单桩-土-承台相互作用对于桩基础是一个非常重要的问题,有助理解桩的工作机理,更好发挥土和承台分担上部荷载功能,更加经济合理进行桩基础的设计。不少研究人员采用理论分析、模型试验和数值模拟的方法对这一问题进行了研究和探讨。数值模拟方法中多采用有限元或有限差分的方法。
【机 构】
:
大连理工学运载工程部工程力学系,工业装备与结构分析国家重点实验室,大连市高新园区凌工路2号,116024
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竖向荷载下单桩-土-承台相互作用对于桩基础是一个非常重要的问题,有助理解桩的工作机理,更好发挥土和承台分担上部荷载功能,更加经济合理进行桩基础的设计。不少研究人员采用理论分析、模型试验和数值模拟的方法对这一问题进行了研究和探讨。数值模拟方法中多采用有限元或有限差分的方法。
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