酸性作用下硬质石灰石变形和强度减弱的影响因素分析

IF 3.7 2区 材料科学 Q1 METALLURGY & METALLURGICAL ENGINEERING Journal of Central South University Pub Date : 2024-08-13 DOI:10.1007/s11771-024-5735-z
Ming-xiao Hou, Bing-xiang Huang, Xing-long Zhao, Xue-jie Jiao, Chen-yang Zheng
{"title":"酸性作用下硬质石灰石变形和强度减弱的影响因素分析","authors":"Ming-xiao Hou, Bing-xiang Huang, Xing-long Zhao, Xue-jie Jiao, Chen-yang Zheng","doi":"10.1007/s11771-024-5735-z","DOIUrl":null,"url":null,"abstract":"<p>Roof disaster has always been an important factor restricting coal mine safety production. Acidic effect can reform the rock mass structure to weaken the macroscopic strength characteristics, which is an effective way to control the hard limestone roof. In this study, the effects of various factors on the reaction characteristics and mechanical properties of limestone were analyzed. The results show that the acid with stronger hydrogen production capacity after ionization (p<i>K</i><sub>a</sub>&lt;0) has more prominent damage to the mineral grains of limestone. When p<i>K</i><sub>a</sub> increases from −8.00 to 15.70, uniaxial compressive strength and elastic modulus of limestone increase by 117.22% and 75.98%. The influence of acid concentration is manifested in the dissolution behavior of mineral crystals, the crystal defects caused by large-scale acid action will lead to the deterioration of limestone strength, and the strength after 15% concentration reformation can be reduced by 59.42%. The effect of acidification time on limestone has stages and is the most obvious in the initial metathesis reaction stage (within 60 min). The key to the strength damage of acidified limestone is the participation of hydrogen ions in the reaction system. Based on the analytic hierarchy process method, the influence weights of acid type, acid concentration and acidification time on strength are 24.30%, 59.54% and 16.16%, respectively. The research results provide theoretical support for the acidification control of hard limestone roofs in coal mines.</p>","PeriodicalId":15231,"journal":{"name":"Journal of Central South University","volume":null,"pages":null},"PeriodicalIF":3.7000,"publicationDate":"2024-08-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Influencing factors analysis of hard limestone reformation and strength weakening under acidic effect\",\"authors\":\"Ming-xiao Hou, Bing-xiang Huang, Xing-long Zhao, Xue-jie Jiao, Chen-yang Zheng\",\"doi\":\"10.1007/s11771-024-5735-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>Roof disaster has always been an important factor restricting coal mine safety production. Acidic effect can reform the rock mass structure to weaken the macroscopic strength characteristics, which is an effective way to control the hard limestone roof. In this study, the effects of various factors on the reaction characteristics and mechanical properties of limestone were analyzed. The results show that the acid with stronger hydrogen production capacity after ionization (p<i>K</i><sub>a</sub>&lt;0) has more prominent damage to the mineral grains of limestone. When p<i>K</i><sub>a</sub> increases from −8.00 to 15.70, uniaxial compressive strength and elastic modulus of limestone increase by 117.22% and 75.98%. The influence of acid concentration is manifested in the dissolution behavior of mineral crystals, the crystal defects caused by large-scale acid action will lead to the deterioration of limestone strength, and the strength after 15% concentration reformation can be reduced by 59.42%. The effect of acidification time on limestone has stages and is the most obvious in the initial metathesis reaction stage (within 60 min). The key to the strength damage of acidified limestone is the participation of hydrogen ions in the reaction system. Based on the analytic hierarchy process method, the influence weights of acid type, acid concentration and acidification time on strength are 24.30%, 59.54% and 16.16%, respectively. The research results provide theoretical support for the acidification control of hard limestone roofs in coal mines.</p>\",\"PeriodicalId\":15231,\"journal\":{\"name\":\"Journal of Central South University\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2024-08-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Central South University\",\"FirstCategoryId\":\"88\",\"ListUrlMain\":\"https://doi.org/10.1007/s11771-024-5735-z\",\"RegionNum\":2,\"RegionCategory\":\"材料科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"METALLURGY & METALLURGICAL ENGINEERING\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Central South University","FirstCategoryId":"88","ListUrlMain":"https://doi.org/10.1007/s11771-024-5735-z","RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"METALLURGY & METALLURGICAL ENGINEERING","Score":null,"Total":0}
引用次数: 0

摘要

顶板灾害一直是制约煤矿安全生产的重要因素。酸性作用可以改造岩体结构,削弱宏观强度特征,是控制石灰岩硬顶的有效途径。本研究分析了各种因素对石灰石反应特性和力学性能的影响。结果表明,电离后产氢能力较强(pKa<0)的酸对石灰石矿粒的破坏更为突出。当 pKa 从 -8.00 增加到 15.70 时,石灰石的单轴抗压强度和弹性模量分别增加了 117.22% 和 75.98%。酸浓度的影响表现在矿物晶体的溶解行为上,大规模酸作用造成的晶体缺陷会导致石灰石强度下降,15%浓度改造后强度可降低59.42%。酸化时间对石灰石的影响具有阶段性,在初始偏析反应阶段(60 min 内)最为明显。酸化石灰石强度破坏的关键在于反应体系中氢离子的参与。根据层次分析法,酸类型、酸浓度和酸化时间对强度的影响权重分别为 24.30%、59.54% 和 16.16%。研究结果为煤矿硬质石灰岩顶板的酸化控制提供了理论支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Influencing factors analysis of hard limestone reformation and strength weakening under acidic effect

Roof disaster has always been an important factor restricting coal mine safety production. Acidic effect can reform the rock mass structure to weaken the macroscopic strength characteristics, which is an effective way to control the hard limestone roof. In this study, the effects of various factors on the reaction characteristics and mechanical properties of limestone were analyzed. The results show that the acid with stronger hydrogen production capacity after ionization (pKa<0) has more prominent damage to the mineral grains of limestone. When pKa increases from −8.00 to 15.70, uniaxial compressive strength and elastic modulus of limestone increase by 117.22% and 75.98%. The influence of acid concentration is manifested in the dissolution behavior of mineral crystals, the crystal defects caused by large-scale acid action will lead to the deterioration of limestone strength, and the strength after 15% concentration reformation can be reduced by 59.42%. The effect of acidification time on limestone has stages and is the most obvious in the initial metathesis reaction stage (within 60 min). The key to the strength damage of acidified limestone is the participation of hydrogen ions in the reaction system. Based on the analytic hierarchy process method, the influence weights of acid type, acid concentration and acidification time on strength are 24.30%, 59.54% and 16.16%, respectively. The research results provide theoretical support for the acidification control of hard limestone roofs in coal mines.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Journal of Central South University
Journal of Central South University METALLURGY & METALLURGICAL ENGINEERING-
CiteScore
6.10
自引率
6.80%
发文量
242
审稿时长
2-4 weeks
期刊介绍: Focuses on the latest research achievements in mining and metallurgy Coverage spans across materials science and engineering, metallurgical science and engineering, mineral processing, geology and mining, chemical engineering, and mechanical, electronic and information engineering
期刊最新文献
Multi-dimension and multi-modal rolling mill vibration prediction model based on multi-level network fusion Influence of rare earth element erbium on microstructures and properties of as-cast 8030 aluminum alloy The improvement of large-scale-region landslide susceptibility mapping accuracy by transfer learning Energy evolution model and energy response characteristics of freeze-thaw damaged sandstone under uniaxial compression A hybrid ventilation scheme applied to bi-directional excavation tunnel construction with a long inclined shaft
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1