成都大邑某大规模场地边坡的加固治理

Reinforcement and Treatment of Side Slope in a Construction Site, Chengdu

成都大邑某场地工程建设场平需要削山,形成大规模的挖、填方边坡,边坡高20m,总长约1 300m。结合该场地边坡所在地域的地形、地貌、工程地质和水文地质概况,分析边坡的稳定性,有针对性地对边坡进行了分段加固,取得了良好效果。为类似的场地边坡治理工程提供实例。

A large-scale excavating for construction of a construction site in Chengdu gives rise to a side slope 1300 m long and 20 m high. This paper deals with stability of the side slope based on landform, geomorphology, engineering geological and hydrogeological conditions and gives control measures.