Article(id=1322161739387490914, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322161562689847927, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1732032000000, receivedDateStr=2024-11-20, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793157523246, onlineDateStr=2026-10-28, pubDate=1756051200000, pubDateStr=2025-08-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793157523246, onlineIssueDateStr=2026-10-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793157523246, creator=13701087609, updateTime=1793157523246, updator=13701087609, issue=Issue{id=1322161562689847927, tenantId=1146029695717560320, journalId=1225396423026438145, year='2025', volume='45', issue='8', pageStart='1', pageEnd='278', issueExtLink='null', onlineDate='null', pubDate='1756051200000', pubDateStr='2025-08-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793157481119, creator='13701087609', updateTime=1793158854568, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322167323411198934, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322161562689847927, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322167323411198935, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322161562689847927, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=155, endPage=161, ext={EN=ArticleExt(id=1322161741123932772, articleId=1322161739387490914, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Study on the Effect of Temperature Cyclic Impact on the Geometrical Distribution Characteristics of Coal Rock Pores and Fractures, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=
Recognizing the geometric characteristics of pores and fractures distribution in coal rocks is essential for controlling the directional expansion of these features and improving the permeability of coal composite reservoirs. The evolution of pores and fractures geometry in coal rocks under cyclic temperature impacts was investigated. Cyclic temperature experiments were conducted at high temperature(200 ℃)and low temperature(-196 ℃)for 0, 1, 5, 10 and 15 times of temperature cycles. Anthracite and sandstone specimens were subjected to these cycles, and ultrasonic velocity measurements alongside industrial CT scanning were used to analyze changes in ultrasonic longitudinal wave velocity and the equivalent diameters, openings, and tilting angles of pores and fractures. The influence of temperature impact on the geometric distribution characteristics of pores and fractures was explained. The results are concluded as follows. (1) The largest decrease in longitudinal wave speed for anthracite occurs after the first temperature cycle, with a relative attenuation rate of 31.26%, while the largest decrease for sandstone occurs after the fifth cycle with a relative attenuation rate of 20.86%. The wave speed for both materials continued to decline with increasing cycles. (2) There is a linear correlation between the openness of coal rock pores and their equivalent diameters. Overall porosity increases logarithmically with the number of temperature cycles. Anthracite is more sensitive to temperature changes compared to sandstone during the cyclic impacts. (3) Porosity increases logarithmically with the number of temperature cycles, reaching a maximum of 93.31% for anthracite and 20.97% for sandstone after the 1st and 5th cycles, respectively. (4) The inclination range of primary fractures in anthracite is wide, whereas in sandstone, it is narrowly concentrated around 0°. With increasing cycles, the fracture inclination angle in anthracite decreases logarithmically, while in sandstone, it increases following an exponential decay pattern.
, authors=Yuxu SHEN
1, 2, Jiachang WANG
3, Jianting KANG
4, Junqing GUO
2, authorsList=Yuxu SHEN, Jiachang WANG, Jianting KANG, Junqing GUO, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1322161746492641918, articleId=1322161739387490914, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=温度循环冲击作用对煤岩孔裂隙几何分布特征的影响研究, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=
认识煤岩孔裂隙分布的几何特征,是实现控制孔裂隙定向扩展、改善煤系复合储层孔渗条件的前提。为研究温度循环冲击过程中煤岩孔裂隙几何分布的演化特征,对无烟煤和砂岩开展了高温(200 ℃)、低温(-196 ℃)条件下的温度冲击0次、1次、5次、10次、15次的循环试验,使用超声波测速、工业显微CT扫描技术,分析了煤岩超声波纵波波速与孔裂隙的等效直径、开度、倾斜角度的变化规律,阐释了温度冲击对孔裂隙几何分布特征的影响规律。结果表明:(1)无烟煤试样在第1次温度冲击时,纵波波速下降幅度最大,相对衰减率为31.26%;砂岩试样在第5次温度冲击后,纵波波速下降幅度最大,相对衰减率为20.86%,两种试样的波速都随冲击次数的增加逐渐减小;(2)煤岩孔裂隙的开度与等效直径线性相关,试样整体孔隙度随温度冲击次数的增加呈对数规律增加,相比砂岩,无烟煤对冲击过程中温度的变化更为敏感;(3)煤岩孔隙度随温度冲击次数的增加呈对数规律增加,无烟煤和砂岩分别在第1次、第5次温度冲击时,孔隙度增长幅度达到最大,分别为93.31%、20.97%;(4)无烟煤原生孔裂隙的倾角范围大,而砂岩原生孔裂隙的倾角范围小,多集中在0°左右;随着冲击次数的增加,无烟煤孔裂隙倾角呈对数规律减小,砂岩孔裂隙倾角呈指数衰减型增加。
, authors=沈玉旭
1, 2, 汪家畅
3, 康健婷
4, 郭俊庆
2, authorsList=沈玉旭, 汪家畅, 康健婷, 郭俊庆, authorCompany=null, correspAuthors=null, authorNote=
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1, 2, address=
1.Mining Engineering Department, Shanxi Institute of Energy, Jinzhong, Shanxi 030600, China
2.Key Laboratory of In-Situ Property-Improving Mining of Ministry of Education, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1322161747356668564, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, authorId=1322161747134370447, language=CN, stringName=沈玉旭, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
1, 2, address=
1.山西能源学院 矿业工程系,山西 晋中市 030600
2.太原理工大学原位改性采矿教育部重点实验室,山西 太原 030024, bio={"content":"
沈玉旭(1986—),男,山西万荣人,博士,副教授,主要研究方向为巷道围岩控制方面的教学和研究工作。E-mail:shenyx@sxie.edu.cn
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沈玉旭(1986—),男,山西万荣人,博士,副教授,主要研究方向为巷道围岩控制方面的教学和研究工作。E-mail:shenyx@sxie.edu.cn
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3, address=
3.School of Emergency Management and Safety Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1322161747608326809, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, authorId=1322161747436360342, language=CN, stringName=汪家畅, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
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3.中国矿业大学(北京)应急管理与安全工程学院,北京 100083, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1322161746941432455, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, xref=3., ext=[AuthorCompanyExt(id=1322161746949821064, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, companyId=1322161746941432455, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=
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3.中国矿业大学(北京)应急管理与安全工程学院,北京 100083)])]), Author(id=1322161747692212891, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, orderNo=2, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=null, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1322161747771904669, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, authorId=1322161747692212891, language=EN, stringName=Jianting KANG, firstName=Jianting, middleName=null, lastName=KANG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
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4.School of Safety and Emergency Management Engineering, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1322161747843207838, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, authorId=1322161747692212891, language=CN, stringName=康健婷, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
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4.太原理工大学安全与应急管理工程学院,山西 太原 030024, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1322161747042095755, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, xref=4., ext=[AuthorCompanyExt(id=1322161747050484364, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, companyId=1322161747042095755, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=
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2, address=
2.太原理工大学原位改性采矿教育部重点实验室,山西 太原 030024, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1322161746823991940, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, xref=2., ext=[AuthorCompanyExt(id=1322161746836574853, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, companyId=1322161746823991940, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=
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XRD patterns and mineral fractions of sandstone specimen, figureFileSmall=er4cQ7+BkiDt4Oy+e/mVLw==, figureFileBig=r4seoHld3blBHrJmJtVGJA==, tableContent=null), ArticleFig(id=1322161750519173808, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=CN, label=图1, caption=
砂岩试样的XRD图谱及矿物组分, figureFileSmall=er4cQ7+BkiDt4Oy+e/mVLw==, figureFileBig=r4seoHld3blBHrJmJtVGJA==, tableContent=null), ArticleFig(id=1322161750791803571, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=EN, label=Fig.2, caption=
Changes in longitudinal wave velocity and attenuation rate of coal rock specimens, figureFileSmall=AfdlP6VoKumYv31xIHzG5g==, figureFileBig=eu3dJ+fgELvqsLYazYUxfQ==, tableContent=null), ArticleFig(id=1322161750879883957, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=CN, label=图2, caption=
煤岩试样的纵波速度及衰减率变化情况, figureFileSmall=AfdlP6VoKumYv31xIHzG5g==, figureFileBig=eu3dJ+fgELvqsLYazYUxfQ==, tableContent=null), ArticleFig(id=1322161750963770038, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=EN, label=Fig.3, caption=
3D representation voxel extraction process, figureFileSmall=dwMGhwTEsclgCEwS5TNZMw==, figureFileBig=3z86pXvso4CMIxO+sRkTag==, tableContent=null), ArticleFig(id=1322161751030878903, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=CN, label=图3, caption=
三维表征体元提取过程, figureFileSmall=dwMGhwTEsclgCEwS5TNZMw==, figureFileBig=3z86pXvso4CMIxO+sRkTag==, tableContent=null), ArticleFig(id=1322161751114764985, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=EN, label=Fig.4, caption=
Evolution process of pores and fractures in coal rock specimens, figureFileSmall=PjGtltbMgszU0M9WizJkVQ==, figureFileBig=pFboB+F05bO6cYoZWYrBew==, tableContent=null), ArticleFig(id=1322161751211233978, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=CN, label=图4, caption=
煤岩试样孔裂隙的演变过程, figureFileSmall=PjGtltbMgszU0M9WizJkVQ==, figureFileBig=pFboB+F05bO6cYoZWYrBew==, tableContent=null), ArticleFig(id=1322161751290925755, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=EN, label=Fig.5, caption=
Variation characteristics of pore and fracture opening in coal rock specimens under various impact forces as a function of equivalent diameter, figureFileSmall=wWFkpcmycfkuikdiw58fXA==, figureFileBig=cHIJ0ivou2eeuoTQyt/RHA==, tableContent=null), ArticleFig(id=1322161751370617532, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=CN, label=图5, caption=
不同冲击作用下煤岩试样孔裂隙开度随等效直径的变化特征, figureFileSmall=wWFkpcmycfkuikdiw58fXA==, figureFileBig=cHIJ0ivou2eeuoTQyt/RHA==, tableContent=null), ArticleFig(id=1322161751475475134, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=EN, label=Fig.6, caption=
Porosity and variation curves of growth rate in coal rock specimens under various impact forces, figureFileSmall=4qg2IkD03V8OMElYp4JwsQ==, figureFileBig=Pcu1U6lzcdWpdZLHGHzcDQ==, tableContent=null), ArticleFig(id=1322161751567749823, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=CN, label=图6, caption=
不同冲击作用下煤岩试样孔隙度及增长幅度的变化曲线, figureFileSmall=4qg2IkD03V8OMElYp4JwsQ==, figureFileBig=Pcu1U6lzcdWpdZLHGHzcDQ==, tableContent=null), ArticleFig(id=1322161751685190337, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=EN, label=Fig.7, caption=
Distribution characteristics of pore and fracture inclination of coal rock specimens, figureFileSmall=nkm1euOMIQyz7q4WTn0rYg==, figureFileBig=Ju8LSDrpgJt+YoH5xCkgOA==, tableContent=null), ArticleFig(id=1322161751773270722, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=CN, label=图7, caption=
煤岩试样孔裂隙倾角的分布特征, figureFileSmall=nkm1euOMIQyz7q4WTn0rYg==, figureFileBig=Ju8LSDrpgJt+YoH5xCkgOA==, tableContent=null), ArticleFig(id=1322161751840379587, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=EN, label=Fig.8, caption=
Characteristics of changes in pore and fracture inclination angles of coal rock specimens under different impact effects, figureFileSmall=gW1m7cTZOJrpNsnmpeCJug==, figureFileBig=kudQbTnKN6h4uO+jcFF00g==, tableContent=null), ArticleFig(id=1322161751915877060, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=CN, label=图8, caption=
不同冲击作用下煤岩试样孔裂隙倾角的变化特征, figureFileSmall=gW1m7cTZOJrpNsnmpeCJug==, figureFileBig=kudQbTnKN6h4uO+jcFF00g==, tableContent=null), ArticleFig(id=1322161751978791621, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=EN, label=Table 1, caption=
Measurement and analysis results of coal specimen
, figureFileSmall=null, figureFileBig=null, tableContent=
| 煤样 | 工业分析 |
| 水分 | 灰分 | 挥发分 | 固定碳 | 镜质组最大反射率 |
| 无烟煤 | 1.59 | 23.20 | 9.71 | 65.5 | 2.43 |
| 煤样 | 元素分析 |
| C | H | O | S |
| 无烟煤 | 86.52 | 2.64 | 6.83 | 3.32 |
), ArticleFig(id=1322161752054289095, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322161739387490914, language=CN, label=表1, caption=
煤样的测定分析结果
, figureFileSmall=null, figureFileBig=null, tableContent=
| 煤样 | 工业分析 |
| 水分 | 灰分 | 挥发分 | 固定碳 | 镜质组最大反射率 |
| 无烟煤 | 1.59 | 23.20 | 9.71 | 65.5 | 2.43 |
| 煤样 | 元素分析 |
| C | H | O | S |
| 无烟煤 | 86.52 | 2.64 | 6.83 | 3.32 |
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