摘要
介绍了按变形控制设计桩基础的方法 ,介绍了采用MINDLIN解进行桩土相互作用的理论公式。同时还详细介绍了在汕头地区的实际工程中的应用。
Reducing-settlement pile foundation is a new style of foundation which is based on controlling-displacement principle. In this paper, this foundation design method is stated as well as the theoretic formulas of pile-soil interaction by employing Mindlin's solution. Also the application in Shantou are presented.
出处
《矿产勘查》
2001年第2期40-41,44,共3页
Mineral Exploration
关键词
减少沉降桩
基础
变形控制
沉降
应力
同济启明星
reducing-settlement pile, foundation, controlling-displacement, settlement, QimStar