地质与勘探2018，Vol.54Issue(2)：376-380,5.
基于尖点突变模型饱水边坡稳定性分析
Analysis on Stability of Water-Saturation Slopes Based on the Cusp Catastrophic Model
摘要
Abstract
This work analyzed the stability of slopes in open mine pits under various saturation conditions. Based on the theory of cusp catastrophe, considering the deterioration of the rock mass on the landslide by variations of water level in the pit,a cusp catastrophic model under water saturation was established. Analysis shows that saturations can weaken the rock body on the slope,which can be described by a negative exponential law. Then according to this law,a nonlinear saturated water weakening function and a constitute equation were constructed. The discriminant of the cusp catastrophe model in-dicates that with increasing damage to the rock, the discrimination value approaches to 0,implying the slope turns from stability into instability. The re-search results can provide useful lines of thought for the analysis of the stability of bank slopes with weak structure or affected by the water level of reser-voirs.关键词
尖点突变模型/饱水条件/饱水弱化函数/边坡稳定性Key words
cusp catastrophic model/saturation condition/saturated water weakening function/slope stability分类
建筑与水利引用本文复制引用
陈绪新,秦哲,付厚利,刘兴,李森..基于尖点突变模型饱水边坡稳定性分析[J].地质与勘探,2018,54(2):376-380,5.基金项目
山东省自然科学基金(编号:ZR2017BEE014)和山东科技大学人才引进科研启动基金(编号:2017RCJJ050)联合资助. （编号:ZR2017BEE014）
