摘要
通过分析比较钻孔灌注嵌岩桩与摩擦桩在轴向力作用下的受力,对嵌岩桩嵌岩深度的合理设计进行了探讨,从而在成本控制和技术的安全性之间得到一个较好的结合点提高钻孔灌注嵌岩桩的设计质量。
Through analyzing and comparing the stress of drilling cast-in-place rock-socketed pile and frictional pile in the action of axial force, it discusses the reasonable design of the socketing depth of drilling cast-in-place rock-socketed pile, and gets a better combined point of cost control and technique safety, to increase the design quality of drilling east-in-place rock-socketed pile.
出处
《山西建筑》
2008年第28期141-142,共2页
Shanxi Architecture
关键词
嵌岩灌注桩
桩侧摩阻力
嵌岩深度
合理设计
rock-socketed filling pile, frictional resistance of the pile side, the depth of rock-sceketed, reasonable design
