摘要
通过对湿陷性黄土非饱和增湿时的力学性状的分析 ,讨论了在浸水增湿情况下单桩竖向承载力的发挥性状及影响因素 。
Based on the research on mechanic features in unsaturated wetting collapsible loess foundation, the paper discusses the character of vertical bearing capacity of single pile in unsaturated wetting collapsible loess.
出处
《青岛建筑工程学院学报》
2003年第1期10-12,共3页
Journal of Qingdao Institute of Architecture and Engineering
基金
青岛市建委科研基金资助项目 ( 2 0 0 2 -5 )
关键词
湿隐性黄土
非饱和增湿
单桩
竖向承载力
力学性状
collapsible loess foundation, unsaturated wetting, vertical bearing capacity of pile
