强夯法消除地基土液化  

Eliminate the Liquefaction of the Foundation by Dynamic Consolidation

作　　者：乔建伟[1] 贾迎泽[2] 

机构地区：[1]山西省建筑科学研究院,太原030012 [2]山西省勘察院,太原030012

出　　处：《山西科技》2000年第6期48-49,共2页Shanxi Science and Technology

摘　　要：文章分析了影响应用强夯法处理饱和砂土地基液化的主要因素 ,并引进了夯后特征作为推断强夯效果的参数。This paper analyses the main factors effecting on the application of the dynamic consolidation to treat the liquefaction of the foundation on saturated sandy soil, and introduces that the features after the dynamic consolidation can be taken as the parameters to deduce the effect of the dynamic consolidation.

关 键 词：夯击能 单点夯觉量 饱和砂土 地基液化 强夯法 

分 类 号：TU753[建筑科学—建筑技术科学] TU44