摘要
钻孔嵌岩灌注桩已成为高层建筑较常用的基础形式之一 .在南昌地区某工程中 ,通过对钻孔灌注桩进行静载试验 ,分析研究了钻孔嵌岩灌注桩的承载特性和荷载传递机理 ,对此类桩的侧摩阻力与端阻力的问题进行了探讨 .
The rock-socketed cast-in-place piles are one of the common foundation treatment methods under highrise buildings. Based on field static loading test of three pile,the paper analyzes the characteristics of bearing capacity and load transfer mechanism of the rock-socketed cast in place piles in Nanchang. Problems about lateral friction resistance and end resistance of the piles are also discussed.
出处
《南昌水专学报》
CAS
2004年第4期21-24,共4页
Journal of Nanchang College of Water Conservancy and Hydroelectric Power
基金
教育部高等学校骨干教师资助计划项目
江西省经贸委资助项目
关键词
钻孔嵌岩灌注桩
静载试验
承载特性
荷载传递
rock-socketed cast-in-place piles
static loading test
characteristic of bearing capacity
load transfer mechanism.
