摘要
以函数Q =Qu(1 -Ae-BS)对多分支承力盘桩单桩静载荷试验数据进行曲线拟合 ,推定单桩极限承载力。实例表明 ,此方法不失为一种有效的辅助方法。
This article discussed calculation of multi branch pile limit bearing capacity by fitting loading test Q-S curves according to the function Q=Q u(1-Ae -BS ) . Application shows that this method is workable.
出处
《探矿工程》
2000年第5期27-28,共2页
Exploration Engineering(Drilling & Tunneling)
关键词
多分支承力盘桩
静载荷试验
单桩极限承载力
curve fitting
multi branch pile by extrusion
static loading test
a pile limit bearing capacity
