摘要
以桩的荷载传递函数为基础,推出了PCC单桩复合地基的荷载沉降迭代计算方法,内部的摩擦力也进行了考虑。将计算结果与实测结果进行对比,证明该方法可行,计算得到的p s曲线与测量结果吻合较好。可以用来估算桩土应力比。
Iterative procedure for the analysis of the load and settlement of single PCC pile is established based on load-transfer function in this paper..Inside friction is taken into account.Comparison between the results obtained by proposed method and the measured data is made and the close agreement has been found.Stress ratio can be evaluated by this method.
出处
《电力勘测设计》
2003年第4期27-30,共4页
Electric Power Survey & Design
