摘要
依据高平—沁水高速公路K64+400~K64+800段填方路基的滑坡情况,提出了抗滑桩、填土反压和挡土墙的滑坡处理方案,并对具体的施工工艺流程及措施进行了论述,通过分析滑坡处理效果,得出了该方案具有实用性强、费用少等特点。
Referring to the slide slope at K64 + 400 ~ K64 + 800 fill subgrade along Gaoping-Qinshui Expressway,the paper points out the slide slope treatment schemes for the slide-resistant pile,filling back pressure and retaining walls,indicates the factual construction craft procedure and measures,and points out the scheme is practical and cost-saving by analysis of the slide slope treatment effect.
出处
《山西建筑》
2014年第33期130-131,共2页
Shanxi Architecture
关键词
抗滑桩
路基
滑坡
方案
slide-resistant pile
subgrade
slide slope
scheme