Impact of voids and backfill on seismic wave velocity-preliminary results

IF 0.7 Q4 GREEN & SUSTAINABLE SCIENCE & TECHNOLOGY Journal of Sustainable Mining Pub Date : 2022-11-25 DOI:10.46873/2300-3960.1370
Z. Mukhamedyarova, Fidelis T. Suorineni, Temirlan Aldubay, G. Sapinov
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Abstract

Abstract In this study, laboratory experiments were conducted on discrete physical models that mimic mining effects to better understand the impact of continuous changes in mining environments on seismic wave velocities. The discrete physical models are represented by concrete and granite cubic samples of different sizes with holes of different diameters filled and unfilled with cemented sand backfill of different cement-sand content ratios. The hole diameters range from 0 to 150 mm in block sizes ranging from 150 mm to 450 mm in increments of 75 mm. The increasing hole size mimics increasing extraction in the mine with time. Cemented sand fills at cement contents ranging from 0 to 20% are used to fill the voids after testing them empty and retesting the same at different backfill cured ages. The SAEU3H AE eight-channel system is used in the study. Preliminarily results show that the impact of continuous changes in mining environments significantly affects the seismic wave velocities. The impact of voids and their contents on the seismic wave velocity depends on the sensor location relative to source and void, and it backfills cement content with time.
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孔隙和充填体对地震波速度的影响——初步结果
为了更好地理解采矿环境的连续变化对地震波速度的影响,本研究在模拟采矿效应的离散物理模型上进行了室内实验。离散物理模型由不同尺寸的混凝土和花岗岩立方体试样、不同直径的孔填充和未填充不同水泥砂含量比的胶结砂充填体来表示。钻孔直径从0到150毫米不等,砌块尺寸从150毫米到450毫米不等,增量为75毫米。随着时间的推移,孔尺寸的增加模拟了矿井中采出量的增加。采用水泥掺量为0 ~ 20%的胶结砂充填体进行充填试验,并在不同充填体固化龄期进行复试。本研究采用SAEU3H AE八通道系统。初步结果表明,采矿环境的持续变化对地震波速度的影响显著。孔洞及其含量对地震波速度的影响取决于传感器相对于震源和孔洞的位置,并随时间回填水泥含量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of Sustainable Mining
Journal of Sustainable Mining Earth and Planetary Sciences-Geology
CiteScore
1.50
自引率
10.00%
发文量
20
审稿时长
16 weeks
期刊最新文献
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