摘要
针对秦岭隧洞3号勘探试验洞弃渣场的工程概况及地质条件,介绍了弃渣场的布设、弃渣场挡墙及排水沟的设计,对弃渣边坡、挡墙进行了稳定性计算,计算结果表明该设计是安全的,可为以后类似工程设计提供借鉴。
According to the project overview and geological conditions of spoil site of Qinling tunnel No. 3 exploration test holes, the layout as well as retaining wall and drainage ditch design of spoil site are introduced, the stability of spoil slope and retaining wall are calculated, and the results show that the engineering is safe. The design provides a reference work to the similar engineering.
出处
《山西建筑》
2011年第9期222-223,共2页
Shanxi Architecture
关键词
勘探试验洞
弃渣场
挡墙
稳定性分析
排水措施
exploration test holes, spoil site, retaining wall, stability analysis, drainage measures
