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露天矿运输道路自修复面层材料综合性能研究

Study on comprehensive performance of self-repairing surface layer materials for open-pit mine transportation roads

  • 摘要: 为解决紫金山金铜矿采用粉末状爆破废石作为矿山道路面层时面临的雨天凹陷、泥化,晴天扬尘等问题,开展了自修复面层材料试验。确立评价标准后,利用初始无侧限抗压强度、饱水抗压强度和水稳性指数分析了自修复面层材料的强度性能和水稳性能。结果表明:在粉末状爆破废石面层中加入一定量生石灰可有效提升爆破废石面层的水稳性能,但其强度性能也随之降低,推荐生石灰掺量4 %,在提升其水稳性能的同时保持有一定强度性能。随PAM掺量从0.025 %增加至0.100 %,试样的初始无侧限抗压强度、饱水抗压强度变化趋势相似,且在特定PAM掺量范围满足标准,水稳性指数先提升后降低,在 PAM掺量0.075 %时达最大。实际工程中掺入4 %生石灰、0.075 % PAM并设置拌合含水率 11 %制成的自修复面层可满足露天矿山道路面层的强度与水稳性能标准,同时可减少其微裂缝的产生。

     

    Abstract: In order to solve the problems of depression and mudification on rainy days and dust on sunny days when using powdered blasting waste rock as the mining road surface layer in Zijinshan Au−Cu Mine, tests were conducted on self-repairing surface layer materials. After establishing evaluation criteria, the strength performance and water stability characteristics of self-repairing surface layer materials were analyzed using unconfined compressive strength, saturated compressive strength, and water stability index. The results show that adding a certain amount of quicklime to the surface layer of powdered blasting waste rock can effectively improve its water stability performance, but at the same time, its strength performance also decreases. Therefore, a 4 % quicklime dosage can be used for the surface layer to improve its water stability performance while maintaining a certain strength performance. As the PAM dosage increases from 0.025 % to 0.100 %, the initial unconfined compressive strength and saturated compressive strength of the sample show similar trends and meet the standards within a specific PAM dosage range. The water stability index first increases and then decreases, reaching its maximum at 0.075 % PAM. Therefore, in practical engineering, adding 4 % quicklime and 0.075 % PAM and setting a self-repairing surface layer with a mixing moisture content of 11 % can meet the strength and water stability performance standards of open-pit mine road surface layers, while reducing the occurrence of micro-cracks.

     

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