摘要
本文以广东大顶铁矿矿区地质为背景 ,深入分析了边坡岩组、结构面和结构体的特征。在此基础上 ,根据结构体的组合、接触状态及其与边坡产状的组合关系 ,确定了边坡岩体的结构类型和边坡失稳破坏模式。为进一步评价边坡工程的稳定性提供了必要的依据。
On the basis of analyzing the characteristics of rock composition,structural face and structural body of Dading iron mine slope,the paper defined the structural type of the slope rock mass and the slope destruction mode according to the combination of structural body,contact state and their combination relationship with the slope configuration.The study provided the basis for evaluating the slope stability.
出处
《中国矿业》
北大核心
2003年第9期28-31,共4页
China Mining Magazine
