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金属矿山 ›› 2014, Vol. 43 ›› Issue (09): 1-6.

• 采矿工程 •    下一篇

矿山排土场稳定性主动调控机制研究

米子军   

  1. 太原钢铁(集团)有限公司岚县矿业公司,山西 岚县 030027
  • 出版日期:2014-09-15 发布日期:2015-04-15

Active Regulation Mechanism of Mine Waste Dump Stability

Mi Zijun   

  1. Luanxian Mining Company,Taiyuan Iron & Steel (Group) Co.,Ltd.,Luanxian 030027,China
  • Online:2014-09-15 Published:2015-04-15

摘要: 矿山排土工艺正朝高阶段排土、高强度排土和设备大型化方向发展。伴随而来的是排土平台或其地基失稳剧增,如降低堆置高度则容量减少,如加固或清除地基软土层,巨额的工程费用又难以承受。分析了矿山排土场拦碴坝、坡脚挡墙等被动的过程调控措施的实用性,评价了排(截)水沟的有效性;基于对环境的影响后果,从排土场边坡与基底的相互作用机理出发,采用允许变形和部分破坏的设计原则。基于空间效应,构架了合理使用排土空间,调整排土场形成过程的时空关系的主动调控机制:①对凸形排土场应控制排弃强度,确保土场沉降正常,以废石流量为安全调控关键指标;②对软弱地基,首要是控制第一层排土段高,采用堆载预压原理提高基底承载力,作为上覆土场基础,规避大面积清除软基层;③当场址内梁、谷交错且地基软弱,对称均衡纵向推进的排土,可规避侧向挤压作用触发的牵引式滑坡危害。同时,利用分区间隔点排法和基于界面疏导原理,构筑的泄流基底确保降雨不诱发排土场滑坡及突变成泥石流。经过现场试验论证,利用排土工艺的主动调控方法符合矿山需求,可兼顾安全性和经济性。

关键词: 排土场, 稳定性, 地质灾害治理, 时空效应, 主动调控机制

Abstract: The high bench and high intensity dumping,large-scale dumping equipment are becoming the development tendency for mine dump.Consequently,the dump bench instability or other foundation failure rise rapidly,that is,the dump capacity decreases with the dump height lowered,and strengthening or cleaning the soft layer of foundation results in vast project costs.The practicality of the passive control measures,such as debris dam,retaining wall at toe,was analyzed,and the validity of the drain was evaluated.Based on the environmental protection,and starting with interaction characteristics between the waste dump and the foundation,the design principle of deformation and local failure allowance was proposed.Active regulation mechanism was established according to spatial effect,that sets up a reasonable dump space and adjusts time-space relation during waste dumps emission.①On the waste dump with convex slope,the emission intensity must be controlled to ensure normal consolidation and settlement,and the waste disposal discharge be taken as the key adjusting and controlling index.②On the waste dump with soft ground,the first dump bench height should be limited,and the bearing strength of the foundation should be improved by preloading principle,regarding it as the base of the next bench and avoiding from wide-spread cleanup of the soft soil layer.③When the ridges and gulches are criss-crossed in the site,and the foundation is soft,the symmetrical,even and vertical disposal style can evade retrogressive landslide induced by lateral extrusion.Meanwhile,by adopting the zoning interval discharging and based on the principle of interface relief,the discharging base was built to ensure that raining does not induce into landslide and debris flow.The field tests proved that the dump process with active regulation gave consideration on both the security and the economy,and met requirement of the mine.

Key words: Waste dump, Stability, Geological disaster treatment, Space-time effect, Active regulation mechanism