摘要
从非饱和土理论出发,分析了高速公路高液限土路堤的有关工程隐患的形成机理,提供了相关的计算公式。最后针对各类工程隐患论述了其相应的处理原则与方法。
The formation mechanism of hidden danger of high liquid limit soil of expressway embankment was analyzed with the theory of unsaturated soil, the relative calculation formula was provided. At last, the corresponding treatment principle and method were described in view of various engineering hidden dangers.
出处
《工程建设》
2006年第2期22-25,共4页
Engineering Construction
关键词
高液限土
不饱和土
工程隐患
处理方法
high liquid limit soil
unsaturated soil
hidden danger of the project
treatment method
