山西建筑
山西建築
산서건축
Shanxi Architecture
2015年
29期
70-71,72
,共3页
滑坡%成因%稳定性%评价
滑坡%成因%穩定性%評價
활파%성인%은정성%평개
landslide%formation%stability%evaluation
分析了平遥木家庄煤矿滑坡区的自然条件及工程地质条件，通过对该滑坡成因分析和稳定性评价，指出地形地貌、岩土体结构、地质构造等是坡体发生滑动的主要内在因素，为内因；前缘人工挖方削坡及人工填沟等人类工程活动、连续强降雨是诱发坡体滑动的主要因素，为诱因。
分析瞭平遙木傢莊煤礦滑坡區的自然條件及工程地質條件，通過對該滑坡成因分析和穩定性評價，指齣地形地貌、巖土體結構、地質構造等是坡體髮生滑動的主要內在因素，為內因；前緣人工挖方削坡及人工填溝等人類工程活動、連續彊降雨是誘髮坡體滑動的主要因素，為誘因。
분석료평요목가장매광활파구적자연조건급공정지질조건，통과대해활파성인분석화은정성평개，지출지형지모、암토체결구、지질구조등시파체발생활동적주요내재인소，위내인；전연인공알방삭파급인공전구등인류공정활동、련속강강우시유발파체활동적주요인소，위유인。
This paper analyzed the natural conditions and engineering geological condition of Pingyao Muiiazhuang coal mine landslide area,and through the landslide causes analysis and stability evaluation,pointed out that the topography,rock mass structure,geological structure was the main internal factors of slope activities,as the internal cause,front artificial excavation cutting slope and artificial fill ditch and other human engi-neering activities,continuous heavy rainfall was the main factor inducing slope sliding,as triggers.
