摘要
本文作者针对 5根钻孔灌注桩的静载荷试验资料 ,分析了西安地区钻孔灌注桩的承载力特性和桩的荷载传递特性 ,以及影响极限承载力的因素。
According to the experiment informations of 5 bored cast in situ piles,the bearing capacity characterstics and the load transfer behavior of the piles in Xian area was studied and analyzed in this paper,and also analyzed influence factors about limit bearing capacity.
出处
《四川建筑科学研究》
2000年第2期30-33,共4页
Sichuan Building Science
关键词
钻孔灌注桩
承载性状
摩擦
沉渣
cast-in-situ pile
bearing capacity
friction pile
deposit
