万州区边坡崩塌失稳模式研究

RESEARCH ON COLLAPS MODEL OF HIGH CUTTING SLOPE IN WANZHOU DISTRICT

摘要: 通过对万州地区工程地质条件的分析,对该地区边坡崩塌失稳形成原因及模式进行了详细研究。考虑危岩体岩性、崩塌失稳的运动方式、崩塌失稳发展顺序、危岩体破坏形成原因等方面因素,对崩塌失稳模式进行了多角度的分类。

Abstract: In this paper, modes and causes of collapse of high slope in Wanzhou disfrict are researched through the analysis engineering geological conditions. New collapse modes of high slopes are derived through comprehensively study of rock mass lithology, the conditions and development processes of collapses, forming and extending of unstable rock mass. Then the slope collapse hazards are detailed in this paper.