摘要
本文讨论地基中单桩承载力问题.在圆形荷载作用下,根据地基中任意一点的应力大小、以及桩顶的沉降量,求解单桩的极限荷载,同时根据试桩结果,对照理论公式,分析误差产生的原因。
This paper intends to illustrate bearing capacity of pile in foundation. Under circular load. bearing capacity ofpile is obtained by stress at different positions and settlement of pile butt. According to the result of test piling. the cause oferror is analyzed based on the theoretical formulas.
出处
《嘉应大学学报》
1999年第3期80-82,共3页
Journal of Jiaying University
