降雨对良山太平尾矿坝稳定性影响分析

Stability analysis of Taiping dam in view of rainfall

  • 摘要: 为研究降雨对良山太平尾矿坝稳定性的影响,借助Geostudio 的SEEP/W 模块建立了坝坡渗流场模型,在设置岩土体力学参数、渗流参数后,分别以10 年、25 年、50 年和100 年一遇的降雨强度作为工况点,进行不同强度降雨条件下坝坡稳定性分析,并获取了降雨强度、降雨持续时间与坝坡稳定性的关系曲线.结果表明:随着降雨持续延长,坝坡安全系数降低,在坝脚处渗流集聚,易造成局部失稳;针对不同的降雨强度,均可参照关系曲线,对尾矿库的运行状态进行安全预测和警戒,工程意义深远.

     

    Abstract: In order to study the influence of rainfall on stability of Taiping dam in Liangshan,the SEEP/Win Geostudio is used to establish a seepage field. After setting the parameters in rock or seepage with 10 years, 25 years, 50 and 100 years as a point of rainfall respectively, slope stability analysis under different rainfall durations is carried out to obtain relation curve of rainfall intensity ,rainfall duration and dam stability. The results show that when rainfall durations are longer, dam safety factor becomes lower and the gathering at the foot of dam can easily lead to negative stability; security forecasting can be made for tailing dam in different rainfall intensity by means of the curve, which is of far-reaching significance.

     

/

返回文章
返回