摘要
针对温州绕城高速西南线第8标段K37+794~K38+001.3塑料排水板软基处理段路基在预压填筑过程中出现滑移的情况,结合地质、设计对该段路基滑移原因及后续处理方案做简要分析和探讨,有关经验可供相关专业人员参考。
Aiming at the slippage of soft soil subgrade for the plastic drainage plate in Bid Section K37+794~K38+001.3 in the southwest line of the city expressway of Wenzhou in the pre-compaction filling process,and combined with the geology and design,the article briefly analyzes and discusses the slippage cause and the following treatment scheme of this road subgrade.The relative experience can be referred for the similar projects.
出处
《城市道桥与防洪》
2017年第7期195-196,202,共3页
Urban Roads Bridges & Flood Control
关键词
塑料排水板
软土路基
滑移原因分析
处理方案探讨
plastic drainage plate
soft soil subgrade
analysis of slippage cause
discussion of treatment scheme
