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现代矿业 ›› 2026, Vol. 42 ›› Issue (08): 252-254.

• 实用技术 • 上一篇    

某矿山尾砂胶结充填试验研究

  

  1. 金徽矿业股份有限公司
  • 出版日期:2026-08-25 发布日期:2026-08-24

Experimental Study on Cemented Tailings Filling in a Mine LYU Luhong

  1. Jinhui Mining Co.,Ltd.
  • Online:2026-08-25 Published:2026-08-24

摘要: 以国内某金属矿山全尾砂为基料,选取灰砂比、料浆浓度和养护龄期为主要因素,制 备 16 组试件,每个因素 4 个水平,进行正交试验,测定其单轴抗压强度,揭示各因素对强度的影响 规律。结果表明:试验各因素对充填体抗压强度影响主次顺序为养护龄期 > 灰砂比 > 料浆浓度,其 中灰砂比对试件极限强度起决定性作用。在固定浓度和龄期下,灰砂比越大,强度提升越明显;延 长龄期或提高料浆浓度同样有助于强度增长。正交试验筛选出的最优配比为料浆浓度 74%、灰砂 比 1∶4、龄期 28 d,对应抗压强度 2.697 MPa,为所有组合中最大值。需注意的是,高灰砂比会增加 材料成本,浓度升高,一般流动性变差,输送能耗增加,充填系统建设时应进一步权衡经济性。

关键词: 尾砂充填, 正交试验, 抗压强度

Abstract: Taking the total tailings of a metal mine in China as the base material, 16 groups of speci⁃ mens were prepared by selecting the cement-sand ratio, slurry concentration and curing age as the main factors, and each factor had 4 levels. The orthogonal test was carried out to determine the uniaxial compres⁃ sive strength and reveal the influence of various factors on the strength. The results show that each factor of the test on the compressive strength of the filling body follows the order of influence is curing age > ce⁃ ment-sand ratio > slurry concentration, in which cement-sand ratio plays a decisive role in the ultimate strength of specimens. At a fixed concentration and age, the greater the cement-sand ratio, the more obvi⁃ ous the strength increase ; prolonging the age or increasing the slurry concentration also contributes to strength growth. The optimal ratio selected by the orthogonal test is the slurry concentration of 74%, the ce⁃ ment-sand ratio of 1:4, the age of 28 d, and the corresponding compressive strength of 2.697 MPa, which is the maximum value of all combinations. It should be noted that the high cement-sand ratio will increase the cost of materials, the increase of concentration will generally deteriorate the fluidity, and the energy con⁃ sumption of transportation will increase. The economy should be further weighed in the construction of fill⁃ ing system.

Key words: tailings backfilling, orthogonal testing, comprehensive strength