摘要
在溃屈型滑坡滑动面顺层和切层段强度参数关联性研究的基础上，进一步研究发现，切层段滑动面的长度、角度变化，对滑坡稳定性有明显的影响。这种变化，对滑坡稳定性评价及滑坡的工程治理意义较大。
On the basis of the discussion about the relation between strength parameters of the bedding section and that of the cutting-bed section of the sliding surface of bed-burst type landslide,the paper makes a further study of the influence on the stability of landslide due to changes in length,angly of the cutting-bed section of sliding zone.It is of great significance in evaluating the stability of landslides.
出处
《地质灾害与环境保护》
1999年第1期39-41,共3页
Journal of Geological Hazards and Environment Preservation
基金
国家自然科学基金
关键词
溃屈型滑坡
强度参数
切层角度
滑坡
稳定性
Bed-burst type landslide Strength parameters Length of the cutting-bed section Angle of the cutting-bed section
