摘要
崩塌危岩体造成的地质灾害问题日益严重,针对这一问题,本文以岩质边坡崩塌危岩体为工程实例,采用定性分析(赤平极射投影、极点等密度投影)与定量分析(数值计算)相结合的方法,对其在各工况下的稳定性进行评价与对比,从而最终确定崩塌危岩体的稳定性系数。
The geological disasters caused by collapsing dangerous rock mass are becoming increasingly serious. Aiming at this problem, this article takes rock slope collapsing dangerous rock mass as example and evaluates and compares its stability under various working conditions using both qualitative analysis （stereographic projection, pole and other intensity projection） and quantitative analysis （numerical calculation）, in order to work out the stability coefficient of collapsing dangerous rock mass.
出处
《价值工程》
2013年第28期118-119,共2页
Value Engineering
关键词
岩石力学
稳定性分析方法
崩塌危岩体
rock mechanics
stability analysis method
collapsing dangerous rock mass
