城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
30期
264-264
,共1页
燃煤电厂%节理岩体%边坡稳定%离散元法
燃煤電廠%節理巖體%邊坡穩定%離散元法
연매전엄%절리암체%변파은정%리산원법
coal-fired power plant%jointed rock%slope stabil-ity%discrete element method
本文采用三维离散元数值分析软件分析了岩质高边坡稳定性。结果表明，三维离散元法可以较好地模拟岩质边坡节理分布、楔形体滑动及岩块崩落的过程。采用锚杆对破碎岩体进行加固后，能满足抗震的稳定要求，锚杆受力合理。
本文採用三維離散元數值分析軟件分析瞭巖質高邊坡穩定性。結果錶明，三維離散元法可以較好地模擬巖質邊坡節理分佈、楔形體滑動及巖塊崩落的過程。採用錨桿對破碎巖體進行加固後，能滿足抗震的穩定要求，錨桿受力閤理。
본문채용삼유리산원수치분석연건분석료암질고변파은정성。결과표명，삼유리산원법가이교호지모의암질변파절리분포、설형체활동급암괴붕락적과정。채용묘간대파쇄암체진행가고후，능만족항진적은정요구，묘간수력합리。
This paper applied the three-dimensional discrete element numerical analysis software to analyze the stability of high rock slope. The results showed that, the 3D discrete elem-ent method can bet er simulate the distribution of jointed rock slopes, wedge sliding and the process of rock block caving. The reinforcement of broken rock by sing bolt can meet the seismic stability requirements and the stress of bolt is reaso-nable.
