摘要
某山地变电站建设中有一处高约19.1m的高边坡,受场地的限制,无法按照常规放坡处理。为保证边坡的稳定,本工程采用了锚索+锚杆梁与抗滑桩+锚杆梁这两种形式进行计算后分析对比,并对施工图进行细化。
There is a 19.1m-high slope in a building mountainous electric substation,it can’t put a conventional slope was subjected to the limited place,To insure the stabilization of slope,this engineering adopt anchor ropes＋ anchor-bar beams and shearing piles＋ anchor-bar beams these two methods,then draw a conclusions of two methods were analyzed and compared,and ref inement drawings.
出处
《电力勘测设计》
2010年第3期14-18,共5页
Electric Power Survey & Design
关键词
变电站
高边坡
锚索挡墙
施工图
细化
high slope of electric substation
retaining wall with anchor ropes
ref inement drawings.
