稳定砂土基层静力学指标与动弹性模量相关性

Study on the Relationship between Static Parameter and Dynamic Elastic Module of Stabilized Sandsoil Base

摘要:

对唐港高速公路沿线粉质低液限砂土、粉砂以及低液限粘土加固方案进行研究的同时，分析测定了各类半刚性材料的动弹性模量，并研究了各类稳定土的静力学指标与动弹性模量的相关性，探讨了测定稳定砂土类半刚性材料参数的新途径．

Abstract:

When the methods of stabilizing on sandsoil of low liquid limit, silt and bearing soil of low liquid limit along the line of Tang Harbour Expressway were studied, the dynamic elastic module of all kinds of semi rigid materials were determined. The relationships between static parameter and dynamic elastic module of stabilized sandsoil were analysed. A new method to determine the parameter for semi rigid materials with stabilized sandsoil is explored.