摘要
根据土坡与桩相互作用过程中的位移特性 ,提出了一种加固土坡的抗滑桩内力计算新方法 ,该法由于不用假设作用于抗滑桩上的荷载分布形式而与传统的计算方法相区别 ,同时给出了具体分析过程 ,算例分析表明 ,该法是一种值得继续研究的方法。
On the basis of the displacement characteristic when the soil slope and the pile act with each other, a new method for computing the internal forces of the anti\|sliding pile is put up. The method is different from the traditional method for it is not necessary to assume the form of the load acting on the pile. The detail analysis process is given in the paper and the computed example has shown it is worthy to study the method further.
出处
《工业建筑》
CSCD
北大核心
2003年第4期39-41,45,共4页
Industrial Construction
