摘要
介绍了某山区公路巨粒土填方路基的填筑施工工艺和质量检测要点,阐述了施工中应注意的问题,针对巨粒土的压实特征,采用两种控制手段,经对比分析,证实了其控制效果,从而保证路基整体结构的长期稳定性。
The author introduces the filling construction technology of the over coarse-grained fill subgrade of the mountainous highway and the quality inspection points, describes the problems needing attention in the construction, uses two control methods according to the compaction features of the over coarse-grained soil, confirms the control effect to guarantee the long-term stability of the whole subgrade structure.
出处
《山西建筑》
2009年第1期12-14,共3页
Shanxi Architecture
基金
嘉应大学科研启动基金资助项目(项目编号:JYKQ0705)
关键词
巨粒土
路基
填筑施工
质量控制与检测
over coarse-grained, subgrade, filling construction, quality control and detection
