• Chinese Core Periodicals
  • Chinese Core Journals of Science and Technology
  • RCCSE Chinese Authoritative Academic Journals
CAO Xiaofan, TANG Yichuan, DENG Niandong, SHANG Hui, WANG Yi. Aeolian Sand Paste Filling Material Ratio Based on Repeated Orthogonal Test[J]. Safety in Coal Mines, 2020, 51(9): 65-70.
Citation: CAO Xiaofan, TANG Yichuan, DENG Niandong, SHANG Hui, WANG Yi. Aeolian Sand Paste Filling Material Ratio Based on Repeated Orthogonal Test[J]. Safety in Coal Mines, 2020, 51(9): 65-70.

Aeolian Sand Paste Filling Material Ratio Based on Repeated Orthogonal Test

More Information
  • Published Date: September 19, 2020
  • In order to provide a high-quality, low-price paste filling material ratio for filling and mining in Shagoucha Coal Mine in northern Shaanxi Province. In this paper, aeolian sand is used as the filling aggregate, and four factors of different (fly ash, cement, aeolian sand) and slurry mass concentration are used as the objects, three levels were taken from each object, and the effect of these levels on the slump, bleeding rate, and compressive strength of the filling material at 7 days and 28 days was studied by means of a repetitive orthogonal experiment. The results showed that: the slurry concentration had the most significant influence on the slump and the bleeding rate, and the other factors had less influence; when the slurry mass concentration of 74% and 76% was selected, the requirements of slump and bleeding rate were met. Through the analysis of range and variance, it is found that the most obvious and most important factor for the compressive strength of the filling body at 7 days and 28 days is the cement content, followed by the amount of fly ash, and then the amount of aeolian sand, but, when the amount of aeolian sand is more than 45%, the compressive strength at different ages is gradually reduced. Finally, the slurry mass concentration has the least influence on the compressive strength. Through comprehensive analysis, the optimal ratio was obtained: the fly ash was 440 kg/m3, the cement was 220 kg/m3, the eoluvial sand was 45%, and the mass concentration was 76%.
  • [1]
    邓代强,王旭.某矿山充填材料试验研究[J].化工矿物与加工,2017,46(8):35-36.
    [2]
    吕文宏,孙凯华,郑天斌.风积砂在膏体充填材料中的添加研究及应用[J].煤炭技术,2015,34(10):9-11.
    [3]
    王晓东.风积砂质胶结充填材料性能对水固比响应分析[J].煤田地质与勘探,2016,44(6):106-112.
    [4]
    王晓东,许刚刚,朱世斌,等.黄土和风积砂为骨料的高浓度胶结材料流变特性研究[J].煤矿安全,2017, 48(12):57-62.
    [5]
    董伟,吕帅,薛刚.风积砂与粉煤灰掺量对混凝土力学性能的影响[J].硅酸盐通报,2018,37(7):2320.
    [6]
    叶显,侯维红,吴文选,等.全取代风积砂砂浆工作性与干缩性能研究[J].混凝土与水泥制品,2019(3):14-18.
    [7]
    王晓东.风积砂质高浓度胶凝充填材料性能与粉煤灰掺量关系分析[J].工程地质学报,2016,24(1):78.
    [8]
    周鹏.矿用新型泡沫材料及工作面端头充填技术研究 [D].徐州:中国矿业大学,2016.
    [9]
    王新民,胡一波,王石,等.超细全尾砂充填配比优化正交试验研究[J].黄金科学技术,2015,23(3):45.
    [10]
    刘建龙.可控低强度膏体充填材料的研究[D].石家庄:石家庄铁道大学,2017.
    [11]
    孟小培.超细砂煤矿充填料配合比设计及力学性能试验研究[D].郑州:华北水利水电大学,2017.
    [12]
    李瑞龙.高浓尾矿胶结充填材料的试验研究[D].西安:西安建筑科技大学,2015.
    [13]
    霍海峰,王文博.盐溶液对于水泥土抗压强度和电阻率的影响[J].中国民航大学学报,2017,35(6):52.
    [14]
    梁冰,董擎,姜利国,等.铅锌尾砂胶结充填材料优化配比正交试验[J].中国安全科学学报,2015,25(12): 81-86.
    [15]
    孙琦.膏体充填开采胶结体的强度和蠕变特性研究及应用[D].阜新:辽宁工程技术大学,2013.
    [16]
    赵才智.煤矿新型膏体充填材料性能及其应用研究[D].徐州:中国矿业大学,2008.
    [17]
    杨磊,王静波,邱景平,等.基于正交试验的全尾砂胶结充填材料配比优化[J].矿产保护与利用,2017(3):21-25.
    [18]
    宋卫东,李豪风,雷远坤,等.程潮铁矿全尾砂胶结性能实验研究[J].矿业研究与开发,2012,32(1):8.
    [19]
    刘红超.一种铝合金板材与塑胶框架粘接强度的实验研究[D].上海:上海交通大学,2014.
    [20]
    彭标.基于常规设备的重载超薄沥青罩面关键技术研究[D].西安:长安大学,2017.
  • Related Articles

    [1]WU Minjie. Application of unmanned aerial vehicle in the investigation of hidden disasters on coal mine surface[J]. Safety in Coal Mines, 2021, 52(11): 123-129.
    [2]LIU Jianguo, WANG Xingtao, SI Guobin. Study on mechanism of slope disaster in inner dump in Yimin Open-pit Mine[J]. Safety in Coal Mines, 2021, 52(3): 234-236.
    [3]WAN Zhongming, ZHU Tao, GAN Huaijun, DAI Feilong. Mechanism of Located-shifted Landslide in Weak Basement of Jiangjun Gobi No.2 Open-pit Coal Mine[J]. Safety in Coal Mines, 2020, 51(4): 77-80.
    [4]CHEN Yu, ZHOU Xihua. Analysis and Treatment of Slope Stability of Inner Dump in Heishan Open-pit Mine[J]. Safety in Coal Mines, 2019, 50(12): 231-233,238.
    [5]LIU Yufeng, LI Wei, MA Ming, ZHAO Ruhui. Optimization of Treatment Technology for Landslide in Yinwan Dump of Heidaigou Open-pit Mine[J]. Safety in Coal Mines, 2017, 48(9): 96-99.
    [6]FU Xiangchao. Failure Mechanism Research on Inner Dumping Site of Haerwusu Surface Mine[J]. Safety in Coal Mines, 2017, 48(6): 212-214,218.
    [7]SUN Xueyang, YANG Xu, LI Pengqiang, HE Tuoping, LI Cong, WU Jingfang. Influence of Mining on Landslide Disturbance Under the Same Inclination of Coal Measure Strata and Landslide[J]. Safety in Coal Mines, 2016, 47(10): 36-39.
    [8]LIU Shude, REN Hongwang, HUANG Yuejun, TIAN Rui. Application of FRT Biological Enzyme Road Building Technology in Field Management of Shengli Open-pit Coal Mine[J]. Safety in Coal Mines, 2015, 46(5): 238-240.
    [9]WU Bei-ping. Attention Points Before Safety Certification Field Evaluation for Mining Products[J]. Safety in Coal Mines, 2012, 43(10): 214-216.
    [10]Liu-Fei-fei, ZHAI Cheng, LI Fei, ZHOU Chao, ZHAO Shuai, ZHANG Qi-zhi. The Multidirectional Effects Investigation of Up-down Multiple Prediction Stratums Mining[J]. Safety in Coal Mines, 2012, 43(3): 104-106,107.
  • Cited by

    Periodical cited type(4)

    1. 陈晓轩,李彦斌,李立功. 高应力软岩巷道破坏特征及最佳支护技术研究. 煤炭技术. 2024(03): 36-41 .
    2. 蔡庆生,秦丽媛,王丽,付永志,冯永. 基于数值模拟分析弱胶结砂岩巷道的变形特征及优化支护研究. 呼伦贝尔学院学报. 2023(05): 110-116 .
    3. 孙利辉,宋家乐,贺庆丰,丁斌,彭世龙,熊怀鑫,杨贤达,杨本生. 深部巷道薄厚组合壳支护适用性模拟分析. 煤矿安全. 2022(07): 189-194+200 . 本站查看
    4. 韦庆亮,李彦斌,谷攀,张博. 深部高应力软岩巷道置孔释压材料置孔率合理性研究. 矿业研究与开发. 2020(04): 62-66 .

    Other cited types(0)

Catalog

    Article views (29) PDF downloads (0) Cited by(4)

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return