摘要
为了提出充填体的配比优化方案,以保证充填后采场采空区的稳定性。从充填体力学性能入手,通过正交试验,选取灰砂比、养护龄期与浓度作为影响因素,分析了充填体力学曲线的变化特征;基于极差分析方法,研究了3因素对充填体强度、弹性模量影响的主次顺序。研究表明:充填体的力学曲线存在明显的压密过程,当养护龄期较短时,曲线出现了显著的屈服平台,此时充填体的延性最强,残余强度最低,极限应变值最大。3种因素在影响充填体强度及弹性模量的敏感性上,主次因素序列为:Y(龄期)>X(配比)>Z(浓度),养护龄期在影响充填体力学性能中起主导作用,确定了最优配比方案为灰砂比1∶4、养护龄期28d、浓度74%。研究成果对矿山选择合理的充填材料配比具有参考价值。
In order to propose an optimized proportion scheme of the filling body,and to guarantee the goaf stability after filling,starting with the mechanical property of filling body,the cement-sand ratio,curing period and concentration were selected as the influencing factors through orthogonal test.The variation characteristics of mechanics curve for filling body were analyzed.Based on the range analysis method,the influence order of above three factors on the strength and elastic modulus of filling body was studied.The results showed that there was an obvious compaction process in the mechanical curve of the filling body.When the curing period was short,a significant yield terrace appeared in the curve.And at this time,the ductility of the filling body was the strongest,the residual strength was the lowest,and the limit strain value was the largest.At the sensitivity of three factors to the strength and elastic modulus of filling body,the sequence of primary and secondary factors was:Y(curing period)>X(cement-sand ratio)>Z(concentration).The curing period played a leading role in affecting mechanical property of filling body.The optimum proportion were obtained as the cement-sand ratio of 1∶4,the curing period of 28 days,and the concentration of 74%.The research results had a reference value for the mine to select the reasonable filling material proportion.
引文
[1]何满潮,谢和平,彭苏萍,等.深部开采岩体力学研究[J].岩石力学与工程学报,2005(16):2803-2813.
[2]李占金,郝家旺,孙文诚,等.深部大规模开采岩体稳定性数值模拟研究[J].金属矿山,2018(2):56-60.
[3]王运敏.“十五”金属矿山采矿技术进步与“十一五”发展方向[J].金属矿山,2007(12):1-9+13.
[4]李群,李占金,任贺旭,等.某铁矿全尾砂充填体强度特性试验研究[J].矿业研究与开发,2015,35(7):31-34.
[5]饶运章,邵亚建,熊睿,等.某铜矿全尾砂胶结充填料配比实验研究[J].化工矿物与加工,2015,44(10):43-46.
[6]孙光华,魏莎莎,苏东良.基于正交试验的全尾砂胶结充填配比方案优化[J].金属矿山,2015(4):111-113.
[7]占飞,付玉华,陈伟.充填体中全尾砂、江砂和水泥混合材料配比研究[J].化工矿物与加工,2018,47(6):42-44+51.
[8]杨成军,杨敏.基于正交试验的半水磷石膏边坡植生材料配合比研究[J].化工矿物与加工,2017,46(9):45-48+62.
[9]柯兴.尾砂胶结充填固结体结构与性能研究[D].武汉:武汉大学,2016.
[10]邓代强,姚中亮,唐绍辉,等.粒度组成对胶结充填体力学性能的影响[J].矿业研究与开发,2010,30(4):1-2.