摘要
在试验资料整理和分析基础上 ,利用桩的可靠性原理和分析方法 ,提出了钻孔灌注桩的承载力表达式 ,计算确定了抗力分项系数 。
Based on treatment and analysis of the testing data of piles, a formula for calculating the ultimate bearing capacity of bored piles is proposed by employing the reliability principle and analysis method for piles. Resistance partial coefficients of piles are determined by computation, and the computed bearing capacity of this type of piles is checked by engineering example.
出处
《西南交通大学学报》
EI
CSCD
北大核心
2000年第4期361-365,共5页
Journal of Southwest Jiaotong University
