摘要
结合某高速公路地质条件及滑坡特征,对滑坡的成因及滑坡标志进行了论述,采用折线型滑面的极限平衡法对该滑坡进行了稳定性计算,并做出稳定性评价,最后建议设置抗滑桩板墙加桩间板,以控制其继续滑移。
Combining with the geological condition of a superhighway and ladslide characteristic. Landslide mechanism and mark are mainly described, it is steadily calculated based on the limit equilibrium method of fold line, and make stability evaluation, finally, suggested the displacement of sliding body is controlled by setting anti-slide pile board wall and pile.
出处
《山西建筑》
2008年第33期284-285,共2页
Shanxi Architecture
关键词
滑坡
极限平衡法
稳定性系数
稳定性评价
landslide, limit equilibrium method, stability coefficient, stability evaluation
