北京科技大学学报
北京科技大學學報
북경과기대학학보
JOURNAL OF UNIVERSITY OF SCIENCE AND TECHNOLOGY BEIJING
2014年
1期
1-7
,共7页
吴顺川%刘芳标%周喻%韩庆
吳順川%劉芳標%週喻%韓慶
오순천%류방표%주유%한경
岩体%节理%聚类分析%边坡稳定性
巖體%節理%聚類分析%邊坡穩定性
암체%절리%취류분석%변파은정성
rock mass%joints%cluster analysis%slope stability
以白云鄂博铁矿东矿C区岩体节理产状为研究对象,通过构造空间直角坐标系,采用基于Euclidean距离度量标准的系统聚类法对反映节理产状的单位法向量进行分类,选用合适的分布函数描述各组节理,并对各组节理的概率分布模型进行卡方检验。结果表明,采用系统聚类法能较好反映现场节理产状,准确给出岩体节理分类方案,消除人为判别模糊性。基于聚类分析结果,结合边坡参数,采用赤平极射投影法进一步确定边坡最可能失稳模式,为调整边坡设计参数,控制边坡灾害提供依据。
以白雲鄂博鐵礦東礦C區巖體節理產狀為研究對象,通過構造空間直角坐標繫,採用基于Euclidean距離度量標準的繫統聚類法對反映節理產狀的單位法嚮量進行分類,選用閤適的分佈函數描述各組節理,併對各組節理的概率分佈模型進行卡方檢驗。結果錶明,採用繫統聚類法能較好反映現場節理產狀,準確給齣巖體節理分類方案,消除人為判彆模糊性。基于聚類分析結果,結閤邊坡參數,採用赤平極射投影法進一步確定邊坡最可能失穩模式,為調整邊坡設計參數,控製邊坡災害提供依據。
이백운악박철광동광C구암체절리산상위연구대상,통과구조공간직각좌표계,채용기우Euclidean거리도량표준적계통취류법대반영절리산상적단위법향량진행분류,선용합괄적분포함수묘술각조절리,병대각조절리적개솔분포모형진행잡방검험。결과표명,채용계통취류법능교호반영현장절리산상,준학급출암체절리분류방안,소제인위판별모호성。기우취류분석결과,결합변파삼수,채용적평겁사투영법진일보학정변파최가능실은모식,위조정변파설계삼수,공제변파재해제공의거。
Based on Euclidean distance, the hierarchical cluster method was adopted to analyze the unit normal vectors converted from the dip angle and dip direction of Bayan Obo East Iron Mine on the premise that the rectangular coordinates system was construc-ted. A proper distribution model was chosen to describe each joint group, and its validity was verified by chi-square test. It is found that the hierarchical cluster method can analyze the joint attitude accurately and provide reasonable classification of joint attitude without any uncertainty caused by human judgment. Based on the hierarchical cluster result of rock mass joints and slope design parameters, the most probable slope instability mode is determined by the stereographic horizon projection technique, which provides a basis for ad-justing slope design parameters and controlling slope disaster.