Fracture Characteristics of Overlying Bedrock and Clay Aquiclude Subjected to Shallow Coal Seam Mining
Some of the coal deposits in the northwest region of China are at relatively shallow depths, covered by a thin layer of bedrock and a thick layer of wind-blown sand. We studied the mechanics and permeability of a clay aquiclude by X-ray diffraction and triaxial loading tests and the fracturing of th...
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description | Some of the coal deposits in the northwest region of China are at relatively shallow depths, covered by a thin layer of bedrock and a thick layer of wind-blown sand. We studied the mechanics and permeability of a clay aquiclude by X-ray diffraction and triaxial loading tests and the fracturing of the overlying bedrock and aquiclude in physical simulation tests. The results indicate that if the bedrock thickness is 90 m or more, the height, distribution pattern, and damage to the water-conducting fractured and caving zones (“belts”) are normal. If the bedrock thickness is 30 m or less, the “three belts make one” phenomenon occurs, and caving extends into the soil layer; the overlying rock is completely perforated by vertical fractures and the collapse spreads to the surface. When the bedrock thickness is between 30 and 90 m, the height of the water-conducting fractured zone is inhibited by the weathered rock and cohesive soil layers, and the height of the “two belts” is significantly decreased. This can be used to prevent and control coal mine water hazard. |
doi_str_mv | 10.1007/s10230-018-0549-6 |
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We studied the mechanics and permeability of a clay aquiclude by X-ray diffraction and triaxial loading tests and the fracturing of the overlying bedrock and aquiclude in physical simulation tests. The results indicate that if the bedrock thickness is 90 m or more, the height, distribution pattern, and damage to the water-conducting fractured and caving zones (“belts”) are normal. If the bedrock thickness is 30 m or less, the “three belts make one” phenomenon occurs, and caving extends into the soil layer; the overlying rock is completely perforated by vertical fractures and the collapse spreads to the surface. When the bedrock thickness is between 30 and 90 m, the height of the water-conducting fractured zone is inhibited by the weathered rock and cohesive soil layers, and the height of the “two belts” is significantly decreased. This can be used to prevent and control coal mine water hazard.</description><identifier>ISSN: 1025-9112</identifier><identifier>EISSN: 1616-1068</identifier><identifier>DOI: 10.1007/s10230-018-0549-6</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Aquifers ; Bedrock ; Belts ; Clay ; Coal ; Coal mines ; Coal mining ; Cohesive soils ; Conduction ; Damage patterns ; Deformation ; Earth and Environmental Science ; Earth Sciences ; Ecotoxicology ; Fractures ; Friction ; Geology ; Height ; Hydrogeology ; Industrial Pollution Prevention ; Lithology ; Load ; Mechanics ; Mine drainage ; Mine waters ; Mineral Resources ; Mines ; Permeability ; Physical properties ; Physical simulation ; Rocks ; Shear strength ; Shear tests ; Soil ; Soil layers ; Soil permeability ; Technical Article ; Thickness ; Triaxial loads ; Water damage ; Water Quality/Water Pollution ; X-ray diffraction</subject><ispartof>Mine water and the environment, 2019-03, Vol.38 (1), p.136-147</ispartof><rights>Springer-Verlag GmbH Germany, part of Springer Nature 2018</rights><rights>Mine Water and the Environment is a copyright of Springer, (2018). All Rights Reserved.</rights><rights>Springer-Verlag GmbH Germany, part of Springer Nature 2018.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c344t-28047d15bd0d72505c5f05a45da881fb0aa057015eb87ee42b2835795f394bfa3</citedby><cites>FETCH-LOGICAL-c344t-28047d15bd0d72505c5f05a45da881fb0aa057015eb87ee42b2835795f394bfa3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10230-018-0549-6$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10230-018-0549-6$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Liu, Zhiguo</creatorcontrib><creatorcontrib>Fan, Zhenli</creatorcontrib><creatorcontrib>Zhang, Yujun</creatorcontrib><title>Fracture Characteristics of Overlying Bedrock and Clay Aquiclude Subjected to Shallow Coal Seam Mining</title><title>Mine water and the environment</title><addtitle>Mine Water Environ</addtitle><description>Some of the coal deposits in the northwest region of China are at relatively shallow depths, covered by a thin layer of bedrock and a thick layer of wind-blown sand. We studied the mechanics and permeability of a clay aquiclude by X-ray diffraction and triaxial loading tests and the fracturing of the overlying bedrock and aquiclude in physical simulation tests. The results indicate that if the bedrock thickness is 90 m or more, the height, distribution pattern, and damage to the water-conducting fractured and caving zones (“belts”) are normal. If the bedrock thickness is 30 m or less, the “three belts make one” phenomenon occurs, and caving extends into the soil layer; the overlying rock is completely perforated by vertical fractures and the collapse spreads to the surface. When the bedrock thickness is between 30 and 90 m, the height of the water-conducting fractured zone is inhibited by the weathered rock and cohesive soil layers, and the height of the “two belts” is significantly decreased. This can be used to prevent and control coal mine water hazard.</description><subject>Aquifers</subject><subject>Bedrock</subject><subject>Belts</subject><subject>Clay</subject><subject>Coal</subject><subject>Coal mines</subject><subject>Coal mining</subject><subject>Cohesive soils</subject><subject>Conduction</subject><subject>Damage patterns</subject><subject>Deformation</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Ecotoxicology</subject><subject>Fractures</subject><subject>Friction</subject><subject>Geology</subject><subject>Height</subject><subject>Hydrogeology</subject><subject>Industrial Pollution Prevention</subject><subject>Lithology</subject><subject>Load</subject><subject>Mechanics</subject><subject>Mine drainage</subject><subject>Mine waters</subject><subject>Mineral Resources</subject><subject>Mines</subject><subject>Permeability</subject><subject>Physical properties</subject><subject>Physical simulation</subject><subject>Rocks</subject><subject>Shear strength</subject><subject>Shear tests</subject><subject>Soil</subject><subject>Soil layers</subject><subject>Soil permeability</subject><subject>Technical Article</subject><subject>Thickness</subject><subject>Triaxial loads</subject><subject>Water damage</subject><subject>Water Quality/Water Pollution</subject><subject>X-ray diffraction</subject><issn>1025-9112</issn><issn>1616-1068</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp9kLFOwzAURS0EEqXwAWyWmAPvObbjjCWigATqUJgtJ3HalDRp7QTUv8dVkJhgene45z7pEHKNcIsAyZ1HYDFEgCoCwdNInpAJSpQRglSnIQMTUYrIzsmF9xsATCQTE1LNnSn6wVmarc0xWlf7vi487Sq6-LSuOdTtit7b0nXFBzVtSbPGHOhsP9RFM5SWLod8YwNX0r6jy7Vpmu6LZp1p6NKaLX2t2zBwSc4q03h79XOn5H3-8JY9RS-Lx-ds9hIVMed9xBTwpESRl1AmTIAoRAXCcFEapbDKwRgQCaCwuUqs5SxnKhZJKqo45Xll4im5GXd3rtsP1vd60w2uDS81S1GhFBL4v61gj6cchQgtHFuF67x3ttI7V2-NO2gEfZSuR-k6SNdH6VoGho2MD912Zd3v8t_QN2vFgvE</recordid><startdate>20190301</startdate><enddate>20190301</enddate><creator>Liu, Zhiguo</creator><creator>Fan, Zhenli</creator><creator>Zhang, Yujun</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7QH</scope><scope>7ST</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8C1</scope><scope>8FK</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FYUFA</scope><scope>GHDGH</scope><scope>GNUQQ</scope><scope>H97</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>M2P</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PHGZM</scope><scope>PHGZT</scope><scope>PJZUB</scope><scope>PKEHL</scope><scope>PPXIY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>SOI</scope></search><sort><creationdate>20190301</creationdate><title>Fracture Characteristics of Overlying Bedrock and Clay Aquiclude Subjected to Shallow Coal Seam Mining</title><author>Liu, Zhiguo ; Fan, Zhenli ; Zhang, Yujun</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c344t-28047d15bd0d72505c5f05a45da881fb0aa057015eb87ee42b2835795f394bfa3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Aquifers</topic><topic>Bedrock</topic><topic>Belts</topic><topic>Clay</topic><topic>Coal</topic><topic>Coal mines</topic><topic>Coal mining</topic><topic>Cohesive soils</topic><topic>Conduction</topic><topic>Damage patterns</topic><topic>Deformation</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Ecotoxicology</topic><topic>Fractures</topic><topic>Friction</topic><topic>Geology</topic><topic>Height</topic><topic>Hydrogeology</topic><topic>Industrial Pollution Prevention</topic><topic>Lithology</topic><topic>Load</topic><topic>Mechanics</topic><topic>Mine drainage</topic><topic>Mine waters</topic><topic>Mineral Resources</topic><topic>Mines</topic><topic>Permeability</topic><topic>Physical properties</topic><topic>Physical simulation</topic><topic>Rocks</topic><topic>Shear strength</topic><topic>Shear tests</topic><topic>Soil</topic><topic>Soil layers</topic><topic>Soil permeability</topic><topic>Technical Article</topic><topic>Thickness</topic><topic>Triaxial loads</topic><topic>Water damage</topic><topic>Water Quality/Water Pollution</topic><topic>X-ray diffraction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liu, Zhiguo</creatorcontrib><creatorcontrib>Fan, Zhenli</creatorcontrib><creatorcontrib>Zhang, Yujun</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>Public Health Database</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection (ProQuest)</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Health Research Premium Collection</collection><collection>Health Research Premium Collection (Alumni)</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>SciTech Premium Collection</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Science Database</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest Central (New)</collection><collection>ProQuest One Academic (New)</collection><collection>ProQuest Health & Medical Research Collection</collection><collection>ProQuest One Academic Middle East (New)</collection><collection>ProQuest One Health & Nursing</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Environmental Science Collection</collection><collection>ProQuest Central Basic</collection><collection>Environment Abstracts</collection><jtitle>Mine water and the environment</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liu, Zhiguo</au><au>Fan, Zhenli</au><au>Zhang, Yujun</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Fracture Characteristics of Overlying Bedrock and Clay Aquiclude Subjected to Shallow Coal Seam Mining</atitle><jtitle>Mine water and the environment</jtitle><stitle>Mine Water Environ</stitle><date>2019-03-01</date><risdate>2019</risdate><volume>38</volume><issue>1</issue><spage>136</spage><epage>147</epage><pages>136-147</pages><issn>1025-9112</issn><eissn>1616-1068</eissn><abstract>Some of the coal deposits in the northwest region of China are at relatively shallow depths, covered by a thin layer of bedrock and a thick layer of wind-blown sand. We studied the mechanics and permeability of a clay aquiclude by X-ray diffraction and triaxial loading tests and the fracturing of the overlying bedrock and aquiclude in physical simulation tests. The results indicate that if the bedrock thickness is 90 m or more, the height, distribution pattern, and damage to the water-conducting fractured and caving zones (“belts”) are normal. If the bedrock thickness is 30 m or less, the “three belts make one” phenomenon occurs, and caving extends into the soil layer; the overlying rock is completely perforated by vertical fractures and the collapse spreads to the surface. When the bedrock thickness is between 30 and 90 m, the height of the water-conducting fractured zone is inhibited by the weathered rock and cohesive soil layers, and the height of the “two belts” is significantly decreased. This can be used to prevent and control coal mine water hazard.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s10230-018-0549-6</doi><tpages>12</tpages></addata></record> |
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subjects | Aquifers Bedrock Belts Clay Coal Coal mines Coal mining Cohesive soils Conduction Damage patterns Deformation Earth and Environmental Science Earth Sciences Ecotoxicology Fractures Friction Geology Height Hydrogeology Industrial Pollution Prevention Lithology Load Mechanics Mine drainage Mine waters Mineral Resources Mines Permeability Physical properties Physical simulation Rocks Shear strength Shear tests Soil Soil layers Soil permeability Technical Article Thickness Triaxial loads Water damage Water Quality/Water Pollution X-ray diffraction |
title | Fracture Characteristics of Overlying Bedrock and Clay Aquiclude Subjected to Shallow Coal Seam Mining |
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