摘要
根据挤扩支盘桩的受力机理,应用荷载传递理论和分层总和法计算沉降的概念,提出了一种多支盘不等支臂钻孔灌注桩基础沉降计算方法.并编制了相应的计算软件,计算值与实测结果吻合较好.
According to mechanics character of expanded branches and plates and load transfer theory, a method of expanded branches and plates pile foundation settlement calculation is present. Results calculated by the corresponding program and come from test matches well.
出处
《钦州学院学报》
2008年第3期111-114,共4页
Journal of Qinzhou University
关键词
挤桩支盘
荷载传递理论
沉降
expanded branches and plates
load transfer theory
settlement
