摘要
本文提出了桩侧土横向抗力系数呈梯形分布的地基中,受横向荷载作用的单桩反应分析方法(以下简称T法)。并介绍了由桩的横向静载试验确定该法计算参数的方法。T法是m法的推广,是介于m法和张氏法之间的方法,适合于桩侧土横向抗力系数沿深度增加的地基中的桩。
In this paper, a new method for analysing horizontal response of a single pile, along which the soil resisting force is in trapezoidal distribution, is proposed. Parameters for T method are determined by horizontal static loading test. The T method is based on m-method, and is one between m-method and Zhang-method. It is suitable for the pile, along which the horizontal soil resisting force increases with the depth.
出处
《建筑科学》
1993年第1期31-37,共7页
Building Science