摘要
Abstract
In order to study the pavement performance of low liquid limit silt stabilized by cement,lime and other inorganic binders,the mix proportion design of cement and lime stabilized silt was designed.Through unconfined compressive strength test,splitting strength test and water stability test,the pavement performance of such slit was evaluated.The results showed that 8 % lime stabilized silt and 5 % cement-stabilized soil can satisfy the requirement of second-class road base and below.8 % lime stabilized silt has poor water stability,which is not suitable for the section under poor hydrogeological conditions.关键词
低液限粉土/无机结合料/配合比设计/强度/水稳定性Key words
low liquid limit silt/inorganic binder/proportion design/strength/water stability分类
建筑与水利
