摘要
通过对大广高速公路衡大段沿线两种典型低液限粉土进行压缩试验、直剪试验、CBR试验,对照试验结果对低液限粉土的力学特性进行了分析。
Through the compression, direct shear and CBR experiments on two kinds of typical low liquid limit silts along the Hengda section of the Daguang Highway, the analysis is conducted of the mechanical properties of the low liquid limit silt according to the experimental re suits.
出处
《工程建设与设计》
2012年第7期146-148,151,共4页
Construction & Design for Engineering
关键词
低液限粉土
力学特性
试验分析
low liquid limit silt
mechanical properties
experimental analysis
