边坡残余构造应力引起的宏观破坏特征及机制

来源期刊：中国有色金属学报2000年第3期

论文作者：杜炜平 古德生 颜荣贵

文章页码：451 - 454

关键词：软岩边坡； 残余构造应力； 歪斜滑移； 泥化夹层； 水膜效应

Key words：soft rock slope; residual stress; slope sliding; intercalated clay layer; effect of water film

摘    要：针对某采场软岩边坡大型滑坡破坏体罕见的宏观破坏特征， 研究了边坡开挖时残余构造应力释放对岩体的作用机制和泥化夹层水膜化效应的力学原理。研究结果表明， 该矿软岩边坡的破坏特征受控于残余构造应力释放及泥化夹层水膜化效应。

Abstract: As for rare macrocharacters of landslide of soft rock slope in a mine, the mechanism that the residual tectonic stress impacted the slope and the mechanics of waterfilm of intercalated clay layer were studied. The result verifies that the macrocharacter of the slope slide is controlled by the relief of residual tectonics stress and waterfilm of the weak layer.