摘要
基于弹性理论解,提出了考虑桩土相对滑移的单桩计算模型,并编制计算程序.文末进行实例分析,给出单桩p-s曲线.经对比,与试验的沉降曲线基本吻合,说明该方法是合理的.
The model of single pile considering relative displacement of pile-soil interlace is proposes based on elastic theory analysis, and the calculation program is draw up. At the end of this article, the p-s curve is obtained by analyzing the example,and this curve agrces to the settlement curve of test. So this method is reasonable.
出处
《湖南工程学院学报（自然科学版）》
2009年第1期80-82,共3页
Journal of Hunan Institute of Engineering(Natural Science Edition)
关键词
单桩
相对滑移
P-S曲线
沉降.
single pile
relative displacement
p-s curve
settlement
