软土地基静压桩承载力的时效性分析  

Analysis on the time-effectiveness of bearing capacity of static pressed pile in soft soil foundation

作　　者：徐培红[1] 赵晓马[2] 刘士洪[3] 

机构地区：[1]太原理工大学建工学院土木系,山西太原030024 [2]重庆交通大学,重庆400074 [3]太原理工大学,山西太原030024

出　　处：《山西建筑》2006年第18期70-71,共2页Shanxi Architecture

摘　　要：分析软土地基静压桩承载力的时效性机理,介绍了几种研究承载力时效性的经验公式,充分说明认识承载力时效性的科学性和利用此规律的巨大经济效应。The mechanism of time-effectiveness of static pressed pile＇s bearing capacity in soft soil foundation is analyzed, Some empirical equations are introduced for bearing capacity study. Meanwhile, the importance to understand the scientific value of time-effectiveness analysis of bearing capacity as well as giant economic effect it brings are elaborated.

关 键 词：软土地基 静压桩 承载力 时效性 

分 类 号：TU473.11[建筑科学—结构工程]