地震作用下某尾矿坝三维动力稳定性分析  

3D Dynamic Stability Analysis of the Tailing Dam under Earthquake Action

作　　者：张力霆[1,2] 路志南[1,2] 李强[1,2] 张军[1,2] 

机构地区：[1]石家庄铁道大学土木工程学院 [2]道路与铁道工程安全保障省部共建教育部重点实验室

出　　处：《金属矿山》2013年第6期121-125,共5页Metal Mine

摘　　要：应用Fortran语言进行ABAQUS二次开发,编写邓肯-张E-υ模型和等效黏弹性的Umat子程序。在此基础上,采用有效应力法对尾矿坝进行三维动力反应及液化分析,计算了正常运行工况下辽宁省北票某尾矿坝在水平地震波影响下的加速度、动剪应力、动孔压增长模式及液化区的发展趋势。结果表明:尾矿坝沿坝轴方向加速度最大值出现在距坝底3/4高度处的堆积坝坡面上,放大系数为1.82;坝体最大动剪应力呈层状分布,由坡内向坡外逐渐减小,且数值不是很大;动孔压增长为不规则曲线上升模式,在2～6 s的强震区起伏变化较大,之后趋于平缓;液化区主要集中在沉积滩浅层区域和坝体顶部浸润面以下区域,未贯穿整个坝体。Based on secondary development of abaqus with the application of Fortran language,the Duncan E-υ model and the equivalent viscoelastic Umat subroutine are prepared.The 3D dynamic response and liquefaction analysis of tailings dam are made by the effective stress method.The acceleration,dynamic shear stress,the trend of the dynamic pore pressure and liquefaction zone of the Beipiao tailings dam in Liaoning province under normal conditions are calculated.The result of the dynamic computation shows that the magnification factor of along dam axis direction acceleration is 1.82 and the maximum values is on the slope surface of the embankment of 3/4 height of the dam;the maximum dynamic shear stress,which shows layered distribution,decreases gradually from the inside slope to the outside slope;dynamic pore pressure increases as irregular curve patterns,in the 2～6 s meizoseismal area undulated greatly,then leveled off.The liquefaction zone is mainly concentrated in the deposited beach shallow area and following the top of the dam infiltration,and not through the dam.

关 键 词：尾矿坝 ABAQUS 动孔压 液化分析 

分 类 号：TU352.11[建筑科学—结构工程]