摘要
Abstract
In order to improve the unstable sliding phenomenon in the support process of fractured rock slope,this paper takes a mountain building project as an example to improve the existing design scheme,and selects ceramide foam light concrete as the top backfill material to strengthen the existing support scheme.At the same time,the support lightweight concrete members are prefabricated,and the deflection of the members under different loads is measured through the bearing performance test.The results show that the average maximum deflection of the members is 5.87 mm,which has a good bearing capacity.关键词
轻质混凝土/破碎岩质边坡/承载能力Key words
Lightweight concrete/Fractured rock slope/Carrying capacity分类
建筑与水利
