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.
出处
《山西科技》
2000年第6期48-49,共2页
Shanxi Science and Technology
关键词
夯击能
单点夯觉量
饱和砂土
地基液化
强夯法
tamping energy effective influence depth tamping settlement on single point