摘要
本文从力学方面研究了层状结构岩体顺层斜坡的失稳机理．通过能量平衡法，求出了层状结构岩体顺层斜坡溃屈破坏的均布临界载荷、临界坡长，并经实际计算验核，对工程评估、灾害防冶有一定参考价值。
Based on the mechanical analysis on instability mechanism of consequent slope in bedded rockmass，uniform critical loading and the critical length of slope with flexure failure were presented by using energy equalibrium theory and were checked by some slopes in this paper.It is of certain referential value for prevention of geological hazards.
出处
《地质灾害与环境保护》
1995年第2期24-29,共6页
Journal of Geological Hazards and Environment Preservation
关键词
层状结构岩体
顺层斜坡
失稳机理
力学分析
Bedded rockmass Consequent slope Critical loading Critical length of slope Outburst failure
