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金属矿山 ›› 2026, Vol. 55 ›› Issue (7): 314-.

• • 上一篇    

铁尾矿植被混凝土水稳性与抗雨水侵蚀性优化配比研究

陈秀峰1 李富平2,3 夏 冬2,3   

  1. 1.河北平泉经济开发区管理委员会,河北 承德 067500;2.华北理工大学矿业工程学院,河北 唐山 063210; 3.河北省矿区生态修复产业技术研究院,河北 唐山 063210
  • 出版日期:2026-07-15 发布日期:2026-08-24
  • 通讯作者: 夏 冬(1981—),男,副教授,博士,硕士研究生导师。
  • 作者简介:陈秀峰(1970—),高级工程师,硕士。
  • 基金资助:
    国家自然科学基金项目(编号:52274166);河北省科技厅重点研发项目(编号:22375403D)。

Optimized Proportioning Study of Iron Tailings Vegetated Concrete for Water Stability and Rainwater Erosion Resistance

CHEN Xiufeng1 LI Fuping2,3 XIA Dong2,3   

  1. 1.Hebei Pingquan Economic Development Zone Management Committee,Chengde 067500,China; 2.College of Mining Engineering,North China University of Science & Technology,Tangshan 063210,China; 3.Hebei Industrial Technology Institute of Mine Ecological Remediation,Tangshan 063210,China
  • Online:2026-07-15 Published:2026-08-24

摘要: 为实现铁尾矿与农业固废的综合利用,达到“利废恢复”的目的,以铁尾矿为基础材料,辅以水泥、植物 纤维、保水剂、有机填充料、有机肥、矿区表土等材料,采用L9 (34)正交试验配制植被混凝土,并在植物适宜性、速效养 分含量满足植物正常生长的条件下,对其耐崩解性、吸水性、保水性、中雨与暴雨条件下抗侵蚀性开展了系统的研究 工作。结果表明:养护时间、水泥、植物纤维掺量是影响植被混凝土耐崩解性的关键因素,随着养护时间的延长,植被 混凝土耐崩解性显著提高;第3、5、6、7、8组植被混凝土的饱和吸水率均大于6%,且自然风干7 d后含水率均不低于 其饱和含水率的60%,其饱和吸水率和持水能力可满足矿区边坡生态修复工程对植被混凝土的基本要求;在成分构 成相同的情况下,随着降雨强度和降雨历时的增加,坡面侵蚀量呈递增趋势;随着水泥和植物纤维含量的增加,植被 混凝土抗雨水侵蚀能力增强,而随着保水剂含量的增加,其抗雨水侵蚀能力下降。在同时较好满足植物适宜性、耐崩 解性、吸水性与持水能力、速效养分含量,以及中雨、暴雨条件下基材抗雨水侵蚀性等指标的前提下,优选配比3和配 比5为矿山边坡植被混凝土的备选方案。

关键词: 铁尾矿 , 植被混凝土 , 耐崩解性 , 水稳性 , 抗冲刷性

Abstract: In order to realize the comprehensive utilization of iron tailings and agricultural solid waste,and to achieve the purpose of "waste recovery",we used iron tailings as the base material,supplemented with cement,plant fibers,water retaining agents,organic fillers,organic fertilizers,topsoil of the mining area and other materials,and used the orthogonal test of L9 (34) to formulate the vegetative concrete.Under the conditions of plant suitability and quick-acting nutrient content to satisfy normal plant growth,systematic research work was carried out on disintegration resistance,water absorption,water retention and erosion resistance under moderate or heavy rainfall conditions.The results showed that the curing time,cement,and plant fiber admix ture were the key factors affecting the disintegration resistance of the vegetated concrete,and the disintegration resistance of the vegetated concrete increased significantly with the extension of the curing time;The saturated water absorption rate of vegetation concrete of group 3,5,6,7,8 is more than 6%,and the water content is not less than 60% of its saturated water content after drying naturally for 7 d,and its saturated water absorption rate and water-holding capacity can satisfy the basic requirements of the ecological restoration project for vegetation concrete on the slopes of the mining area;With the same composition,slope ero sion tends to increase with increasing rainfall intensity and rainfall duration;The resistance of vegetated concrete to rainwater e rosion increased with increasing cement and plant fiber content,while its resistance to rainwater erosion decreased with increas ing water retention agent content.On the premise of being able to better satisfy the indicators of plant suitability,disintegration resistance,water absorption,water retention,and resistance of the substrate to rainwater erosion under moderate or heavy rain fall conditions at the same time,Ratio 3 and Ratio 5 are preferred as alternatives for the coagulation of vegetation on mine slopes.

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