城市地质
城市地質
성시지질
URBAN GEOLOGY
2015年
z1期
232-237
,共6页
边坡%传递系数法%稳定性分析
邊坡%傳遞繫數法%穩定性分析
변파%전체계수법%은정성분석
slope%transfer coefifcient method%stability assessment
矿渣型堆积边坡在我国分布十分广泛。本文从金桥煤矿矿渣型堆积边坡的结构特征、变形破坏特征、岩土工程条件入手，通过堆积边坡形成机制和破坏模式分析，采用基于极限平衡理论的传递系数法，建立了边坡稳定性分析模型，对边坡的稳定性分不同工况进行了定量分析计算，并提出了相应的治理措施与建议，具有广泛的应用价值。
礦渣型堆積邊坡在我國分佈十分廣汎。本文從金橋煤礦礦渣型堆積邊坡的結構特徵、變形破壞特徵、巖土工程條件入手，通過堆積邊坡形成機製和破壞模式分析，採用基于極限平衡理論的傳遞繫數法，建立瞭邊坡穩定性分析模型，對邊坡的穩定性分不同工況進行瞭定量分析計算，併提齣瞭相應的治理措施與建議，具有廣汎的應用價值。
광사형퇴적변파재아국분포십분엄범。본문종금교매광광사형퇴적변파적결구특정、변형파배특정、암토공정조건입수，통과퇴적변파형성궤제화파배모식분석，채용기우겁한평형이론적전체계수법，건립료변파은정성분석모형，대변파적은정성분불동공황진행료정량분석계산，병제출료상응적치리조시여건의，구유엄범적응용개치。
Slag accumulation slope is widely distributed in China. The structure characteristics, the deformation and failure characteristics, and the geotechnical engineering condition of the slag accumulation slope in Jinqiao coal mine were presented in this paper. The stability assessment model of slope was built by the transfer coefifcient method, based on the limit equilibrium theory. The slope stabilities in different work conditions were analyzed by the quantitative method and the treatment measures for slag accumulation slope were provided.
