对基桩高应变检测中应注意的几个问题进行分析、论述。
The thesis analyse and discuss several matters that high strain dynamic testing of pile.
基于地基系数折减法，提出了全直桩高桩排架的一个计算思路。
Based on the degradation model of subgrade reaction, a new method is proposed for calculation of pile bent with all straight piles.
通过分析计算，指出了支盘的承力特性具有明显的时间效应和端承性质，揭示了支盘桩高承载力和S型Q-S曲线的内涵。
The obvious time effect and end-bearing behavior of bearing disks are pointed out by means of analyses. The high bearing capacity and S-shaped Q-S curve of squeezed branch piles are highlighted.
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