摘要
蓄滞洪区中的地质大多为软土层,具有颗粒均匀、孔隙率高、物质压缩性大的特点。为了减少新建公路路面的不均匀沉降、开裂等道路病害,论文对常用的软土路基的处理方法进行比较和分析,包括土壤稳定剂处理法、强夯法、换填垫层法、水泥搅拌桩法、排水固结法等。
The geology in the flood storage area is mostly soft soil layer,which has the characteristics of uniform particles,high porosity and large material compressibility.In order to reduce the uneven settlement,cracking and other road diseases of new highway pavement,the paper compares and analyzes the common treatment methods of soft soil roadbed,including soil stabilizer treatment method,dynamic compaction method,filling pad method,cement mixing pile method,drainage consolidation method,etc.
作者
王岐
WANG Qi(Langfang Transportation Comprehensive Administrative Law Enforcement Detachment,Langfang 065000,China)
出处
《工程建设与设计》
2024年第12期183-185,共3页
Construction & Design for Engineering
关键词
蓄滞洪区
软土路基
施工技术
flood storage area
soft soil roadbed
construction technique
