Strain-based non-Darcy permeability properties in crushed rock accompanying mass loss
To analyze the strain-based non-Darcy permeability properties in crushed rock accompanying mass loss, a self-designed seepage testing system for crushed rock accompanying mass loss is adopted. Based on the collected lost mass and time series of seepage velocity and the pressure gradient, permeabilit...
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| Veröffentlicht in: | Arabian journal of geosciences 2020-06, Vol.13 (11), Article 406 |
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| creator | Wang, Luzhen Kong, Hailing Yin, Yong Xu, Bing Zhang, Dan |
| description | To analyze the strain-based non-Darcy permeability properties in crushed rock accompanying mass loss, a self-designed seepage testing system for crushed rock accompanying mass loss is adopted. Based on the collected lost mass and time series of seepage velocity and the pressure gradient, permeability parameters and strain are obtained. Time-dependent characteristics of permeability parameters and strain are divided into three stages. Permeability and strain increase while non-Darcy flow
β
factor and acceleration coefficient decrease with seepage process lasting. Exponential functions between permeability parameters and strain are established, where strain is the volumetric strain, being in good agreement with conclusions drawn by scholars before. The coefficients of exponential functions are analyzed combining with the lost mass ratio. It shows that a greater mass loss leads to a larger permeability, inducing the greater possibility of water inrush; samples with the lost mass ratio less than 5% have the least water inrush possibility. |
| doi_str_mv | 10.1007/s12517-020-05387-7 |
| format | Article |
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β
factor and acceleration coefficient decrease with seepage process lasting. Exponential functions between permeability parameters and strain are established, where strain is the volumetric strain, being in good agreement with conclusions drawn by scholars before. The coefficients of exponential functions are analyzed combining with the lost mass ratio. It shows that a greater mass loss leads to a larger permeability, inducing the greater possibility of water inrush; samples with the lost mass ratio less than 5% have the least water inrush possibility.</description><identifier>ISSN: 1866-7511</identifier><identifier>EISSN: 1866-7538</identifier><identifier>DOI: 10.1007/s12517-020-05387-7</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Acceleration ; Coefficients ; Crushing ; Earth and Environmental Science ; Earth science ; Earth Sciences ; Exponential functions ; Mass ; Original Paper ; Parameters ; Permeability ; Pressure gradients ; Properties ; Rocks ; Seepage ; Strain analysis ; Time dependence ; Volumetric strain ; Water inrush</subject><ispartof>Arabian journal of geosciences, 2020-06, Vol.13 (11), Article 406</ispartof><rights>Saudi Society for Geosciences 2020</rights><rights>Saudi Society for Geosciences 2020.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a342t-cb7191b8de44e1302988c9d305d1f1e501fcb58eb66e2ec45753085c2534df5d3</citedby><cites>FETCH-LOGICAL-a342t-cb7191b8de44e1302988c9d305d1f1e501fcb58eb66e2ec45753085c2534df5d3</cites><orcidid>0000-0002-0015-9906</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s12517-020-05387-7$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s12517-020-05387-7$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Wang, Luzhen</creatorcontrib><creatorcontrib>Kong, Hailing</creatorcontrib><creatorcontrib>Yin, Yong</creatorcontrib><creatorcontrib>Xu, Bing</creatorcontrib><creatorcontrib>Zhang, Dan</creatorcontrib><title>Strain-based non-Darcy permeability properties in crushed rock accompanying mass loss</title><title>Arabian journal of geosciences</title><addtitle>Arab J Geosci</addtitle><description>To analyze the strain-based non-Darcy permeability properties in crushed rock accompanying mass loss, a self-designed seepage testing system for crushed rock accompanying mass loss is adopted. Based on the collected lost mass and time series of seepage velocity and the pressure gradient, permeability parameters and strain are obtained. Time-dependent characteristics of permeability parameters and strain are divided into three stages. Permeability and strain increase while non-Darcy flow
β
factor and acceleration coefficient decrease with seepage process lasting. Exponential functions between permeability parameters and strain are established, where strain is the volumetric strain, being in good agreement with conclusions drawn by scholars before. The coefficients of exponential functions are analyzed combining with the lost mass ratio. It shows that a greater mass loss leads to a larger permeability, inducing the greater possibility of water inrush; samples with the lost mass ratio less than 5% have the least water inrush possibility.</description><subject>Acceleration</subject><subject>Coefficients</subject><subject>Crushing</subject><subject>Earth and Environmental Science</subject><subject>Earth science</subject><subject>Earth Sciences</subject><subject>Exponential functions</subject><subject>Mass</subject><subject>Original Paper</subject><subject>Parameters</subject><subject>Permeability</subject><subject>Pressure gradients</subject><subject>Properties</subject><subject>Rocks</subject><subject>Seepage</subject><subject>Strain analysis</subject><subject>Time dependence</subject><subject>Volumetric strain</subject><subject>Water inrush</subject><issn>1866-7511</issn><issn>1866-7538</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp9UMtOwzAQtBBIlMIPcIrE2bBrx48cUXlKSBygZ8txnJLSOMVOD_17DEFw47Q70szs7BByjnCJAOoqIROoKDCgILhWVB2QGWopqcrw8HdHPCYnKa0BpAalZ2T5MkbbBVrb5JsiDIHe2Oj2xdbH3tu623RjBnHIeOx8KrpQuLhLb5kcB_deWOeGfmvDvgurorcpFZshpVNy1NpN8mc_c06Wd7eviwf69Hz_uLh-opaXbKSuVlhhrRtflh45sEprVzUcRIMtegHYulpoX0vpmXelyM-AFo4JXjataPicXEy-OeHHzqfRrIddDPmkYSXISpaoZGaxieVizhZ9a7ax623cGwTzVZ-Z6jO5PvNdn1FZxCdRyuSw8vHP-h_VJ1QKc0U</recordid><startdate>20200601</startdate><enddate>20200601</enddate><creator>Wang, Luzhen</creator><creator>Kong, Hailing</creator><creator>Yin, Yong</creator><creator>Xu, Bing</creator><creator>Zhang, Dan</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0002-0015-9906</orcidid></search><sort><creationdate>20200601</creationdate><title>Strain-based non-Darcy permeability properties in crushed rock accompanying mass loss</title><author>Wang, Luzhen ; Kong, Hailing ; Yin, Yong ; Xu, Bing ; Zhang, Dan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a342t-cb7191b8de44e1302988c9d305d1f1e501fcb58eb66e2ec45753085c2534df5d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Acceleration</topic><topic>Coefficients</topic><topic>Crushing</topic><topic>Earth and Environmental Science</topic><topic>Earth science</topic><topic>Earth Sciences</topic><topic>Exponential functions</topic><topic>Mass</topic><topic>Original Paper</topic><topic>Parameters</topic><topic>Permeability</topic><topic>Pressure gradients</topic><topic>Properties</topic><topic>Rocks</topic><topic>Seepage</topic><topic>Strain analysis</topic><topic>Time dependence</topic><topic>Volumetric strain</topic><topic>Water inrush</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Luzhen</creatorcontrib><creatorcontrib>Kong, Hailing</creatorcontrib><creatorcontrib>Yin, Yong</creatorcontrib><creatorcontrib>Xu, Bing</creatorcontrib><creatorcontrib>Zhang, Dan</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Arabian journal of geosciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Luzhen</au><au>Kong, Hailing</au><au>Yin, Yong</au><au>Xu, Bing</au><au>Zhang, Dan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Strain-based non-Darcy permeability properties in crushed rock accompanying mass loss</atitle><jtitle>Arabian journal of geosciences</jtitle><stitle>Arab J Geosci</stitle><date>2020-06-01</date><risdate>2020</risdate><volume>13</volume><issue>11</issue><artnum>406</artnum><issn>1866-7511</issn><eissn>1866-7538</eissn><abstract>To analyze the strain-based non-Darcy permeability properties in crushed rock accompanying mass loss, a self-designed seepage testing system for crushed rock accompanying mass loss is adopted. Based on the collected lost mass and time series of seepage velocity and the pressure gradient, permeability parameters and strain are obtained. Time-dependent characteristics of permeability parameters and strain are divided into three stages. Permeability and strain increase while non-Darcy flow
β
factor and acceleration coefficient decrease with seepage process lasting. Exponential functions between permeability parameters and strain are established, where strain is the volumetric strain, being in good agreement with conclusions drawn by scholars before. The coefficients of exponential functions are analyzed combining with the lost mass ratio. It shows that a greater mass loss leads to a larger permeability, inducing the greater possibility of water inrush; samples with the lost mass ratio less than 5% have the least water inrush possibility.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s12517-020-05387-7</doi><orcidid>https://orcid.org/0000-0002-0015-9906</orcidid></addata></record> |
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| subjects | Acceleration Coefficients Crushing Earth and Environmental Science Earth science Earth Sciences Exponential functions Mass Original Paper Parameters Permeability Pressure gradients Properties Rocks Seepage Strain analysis Time dependence Volumetric strain Water inrush |
| title | Strain-based non-Darcy permeability properties in crushed rock accompanying mass loss |
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