The refined load-transfer method was used to analyze the settlement of socketedpile 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。
2
The load transfer characteristics of rock-socketedpile 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。
3
Theoretically the single pile vertical bearing capacity of rock-socketedpile is composed of the frictional resistance, the socketed force and the end-bearing force.