摘要
针对芜湖至铜陵高速K51+354～K51+500段出现的裂缝及下挫现象,分析了其产生变形的原因,通过不平衡推力法算出滑坡剩余下滑力,提出了采用抗滑桩结合挡土墙支护边坡的方案,并在工程运用中得到了很好的效果。
According to the fracture and slump phenomenon of K51 ＋ 354 - K51 ＋ 500 section of Wuhu to Tongling highway, this paper analyzed the causes of deformation, through the imbalance thrust method calculated the landslide residual slide force, put forward the scheme combining with anti slide pile with retaining wall supporting slope, and gained very good results in project application.
出处
《山西建筑》
2013年第1期48-49,共2页
Shanxi Architecture
关键词
滑坡
临界状态
反演
裂缝及下挫
不平衡推力法
landslide, critical state, inversion, fracture and slump, imbalance thrust method
