摘要
文章在梧州防洪堤地基勘探试验资料基础上,根据国内外一些规范判别标准,优选了几种简易、具代表性的判别方法,对地基土渗透变形及地震液化可能性进行计算分析,取得了较好一致性。
According
to some generally established discrimination standards, several simple and reprsentive
discrimination methods were chosen. Then the prespection data of Wuzhou embankment's
foundation was procersed by these methods, and possibility of permeated deformation and
seismic fluidification of the foundation was evaluated.