摘要
以邯 (郸 )—临 (清 )公路工程中的路基关键技术问题为研究目标 ,对含砂低液限粉土的物理、力学性能及振动压实规律进行了全面系统的科学试验及理论分析 ,探索了粉性土填筑路基的压实机理及影响因素 ,提出了一套行之有效的粉性土路基压实施工工艺 。
Taking key technology of road bed in Handan—Linqin as study goal, the scientific experiment on physical and mechanical performance as well as law of vibration campaction and theory analysis are systematically made. The compacting mechanism and influence factors on filling road bed with silt are explored. The effective construction technology on filling road bed with silt are put forward. The construction method is examined in construction of Handan—Linqin road.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
2000年第4期12-15,共4页
China Journal of Highway and Transport
关键词
含砂低液限粉土
路基填筑
压实机理
施工技术
bearing sand silt of low liquid limit
filling road bed
compacting mechanism
