摘要
本文对西安、咸阳等地饱和黄土中的预制静压桩和打入桩的单桩竖向承载力做了分析;提出了按标准贯入锤击数N_(63.5)确定单桩竖向承载力标准值的公式和有关计算参数。
In this paper, the vertical bearing capacity of single precast silent pile as well as driven pile in satu-
rated loess of Xian and Xianyan cities is analyzed. On the basis of analysis a formula is given for
calculating the characteristic value of vertical bearing capacity of single pile and other parameters according
with the standard penetration test blow count N_(635).
出处
《工业建筑》
CSCD
北大核心
1992年第11期7-11,共5页
Industrial Construction
