摘要
南涪铁路垭口一号滑坡,是一古滑坡,对夏家湾隧道出口段DK70+576处的桥梁、隧道和路堤构成危害,为此,对新建铁路南川至涪陵线垭口一号滑坡产生的原因,采用传递系数法进行稳定性分析研究,提出了抗滑桩等综合治理设计方案,工程治理效果良好。
Yakou No. 1 landslide at Nanchuan-Fuling Railway is an ancient slide endangering the bridge, tunnel and embankment at DKT0 ＋ 576 exit section of Xiajiawan Tunnel. Therefor, the stability and genesis of this landslide is analyzed and studied by transfer coefficient method. As a result of anti-sliding pile and other comprehensive scheme designed, good effect on treatment is obtained.
出处
《路基工程》
2012年第4期209-212,共4页
Subgrade Engineering
关键词
滑坡
成因
稳定性分析
综合治理
landslide
genesis
stability analysis
comprehensive treatment
