The refined load-transfer method was used to analyze the settlement of socketed pile on soft rock foundation.
本文利用剪切位移法分析计算软质基岩上的嵌岩桩沉降变形。
The load transfer characteristics of rock-socketed pile are mainly decided by the shear behavior of rock-concrete interface.
嵌岩桩的荷载传递特性主要取决于混凝土—岩石界面的剪切特性。
Theoretically the single pile vertical bearing capacity of rock-socketed pile is composed of the frictional resistance, the socketed force and the end-bearing force.
嵌岩桩的单桩竖向承载力理论上应由摩阻力、嵌固力、端承力组成。
Through analyzing the calculation of vertical bearing capacity of rock-socketed pile given in technical code for building pile foundations, some unreasonable issues in the code were found.
从桩基规范中有关嵌岩桩竖向极限承载力的计算入手，分析其存在的问题和不合理之处。
Through analyzing the calculation of vertical bearing capacity of rock-socketed pile given in technical code for building pile foundations, some unreasonable issues in the code were found.
从桩基规范中有关嵌岩桩竖向极限承载力的计算入手，分析其存在的问题和不合理之处。
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