安全稳定性约束下的排土场优化设计
Optimized design of dump based on the security and stability
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摘要: 在保证露天矿排土场边坡安全稳定的情况下,优化排土场几何参数,达到在有限排土场范围内排土量最大的目的。根据排放物的物理性质,选择边坡平面滑动和圆弧滑动的安全稳定性系数为安全评价指标,利用排土场底面内接半径把排土场的边坡倾角、台阶高度与宽度联系到一起,分析三个指标之间的制约关系,将台阶宽度转化到台阶高度和边坡倾角的函数,分别对边坡倾角和台阶高度进行分段求取,多次模拟计算,得出一组接近于最优解的值作为排土场设计的最佳模型。实验结果表明,和其他方法比较,本文算法考虑了安全稳定性约束条件下,实现排土场设计尽量多排土、少占地的目的。Abstract: The dump geometric parameters were optimized to achieve the maximum volume of dump within the limited range under the condition of the safety and stability of the open-pit dump.The security and stability factor of plane and circular sliding were selected to evaluate the safety based on the physical properties of emissions.Relationship between three indexes,slope angle,step height and width,were analyzed,followed by the computation of step height and slope inclination segment by segment.The values close to the optimal solutions were obtained via simulations.The experiment shows that,when the method takes into account the Security and Stability Constraint,the proposed method can pile up more solid waste and occupy less land than other methods.
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