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。
The rock's modulus has some impact on the lateral carrying capacity of rock-socketed pile, increasing the modulus of rock can reduce the lateral deformation at the top of pile.
基岩弹性模量对嵌岩桩的水平承载力同样存在影响，增大基岩强度，桩顶水平位移变小。
On basis of the design of rock socketed pile, some problems are discussed, concerning the design method, design standard, design parameter and the standard on loading test of pile.
从嵌岩桩设计中遇到的实际问题出发，指出了现行设计规范存在的不足。
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。
This paper introduces the selection of wharf structural schemes and structural design characteristics of rock-socketed in-situ pile-based and truss-framed wharf in Zhaoqing New Port Project.
介绍在肇庆新港建设中，码头结构方案的选择，嵌岩灌注桩框架式码头结构设计的特。
This paper introduces the selection of wharf structural schemes and structural design characteristics of rock-socketed in-situ pile-based and truss-framed wharf in Zhaoqing New Port Project.
介绍在肇庆新港建设中，码头结构方案的选择，嵌岩灌注桩框架式码头结构设计的特。
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