摘要
本文结合理论t-z曲线和实验t-z曲线的分析,提出了一种桩荷载与变位的数值分析方法,并对某工程的桩基进行了模拟计算。计算结果与实测结果一致,表明该模型可以作为评估桩基工程的一种手段。
In this paper, a numerical method to compute the axial movement of a pile under axial load is presented and is applied to the simulating analysis of real engineering. It is shown that the method can provide reasonable estimates of the load-displacement response of piles.
出处
《岩土力学》
EI
CAS
CSCD
1991年第1期1-8,共8页
Rock and Soil Mechanics
