低应变动测基桩承载力相对位移法初探

A PRELIMINARY DISCUSSION ON THE RELATIVE DISPLACEMENT TECHNIQUE FOR LOW STRAIN DYNAMIC TEST OF THE BEARING CAPACITY OF FOUNDATION PILE

桩土体系受自由落锤冲击后 ,桩头所产生的相对位移 ,是桩土体系动刚度对作用荷载之间的动力响应。基桩低应变动测中 ,采用速度传感器直接测出桩头的相对位移 ,在推算单桩竖向承载力时 ,有助于降低对桩土体系固有频率测定值的过分依赖 。

The relative displacement of the pile head which occurs when the pile soil system is impacted by the free-fall hammer is the dynamic response of the dynamic rigidity of the pile soil system to the acting load. During the low strain dynamic test of the foundation pile, the adoption of the velocity sensor to the direct measurement of the relative displacement of the pile head is helpful to reducing the improper dependence upon the measured intrinsic frequency valuesof the pile soil system in calculating vertical bearing capacity of the single pile, and is hence conducive to raising the accuracy of the calculated vertical bearing capacity of the single pile.