摘要
运用FLAC3D数值模拟对并段台阶边坡进行稳定性分析与计算,计算出边坡的安全系数并通过分析边坡内应力情况及位移情况找到潜在发生滑坡的区域,从而提出合理的防治措施,以保证露天矿的安全生产和经济效益的不断提高。
Uses FLAC^3Dnumerical simulation on the bench and the slope stability analysis and calculation. To calculate the security coefficient of slope and internal stress and displacement of the slope by analyzing the situation to find potential landslide area, and then puts forward the reasonable prevention and control measures, to ensure the safety production of open pit mine and increasing economic benefit.
出处
《煤炭技术》
CAS
北大核心
2014年第10期172-174,共3页
Coal Technology