Mechanical Properties of Reconstituted Australian Black Coal
Coal is usually highly heterogeneous. Great variation in properties can exist among samples obtained even at close proximity within the same seam or within the same core sample. This makes it difficult to establish a correlation between uniaxial compressive strength (UCS) and point load index for co...
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Veröffentlicht in: | Journal of geotechnical and geoenvironmental engineering 2009-07, Vol.135 (7), p.980-985 |
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creator | Jasinge, D Ranjith, P. G Choi, S. K Kodikara, J Arthur, M Li, H |
description | Coal is usually highly heterogeneous. Great variation in properties can exist among samples obtained even at close proximity within the same seam or within the same core sample. This makes it difficult to establish a correlation between uniaxial compressive strength (UCS) and point load index for coal. To overcome this problem, a method for making reconstituted samples for laboratory tests was developed. Samples were made by compacting particles of crushed coal mixed with cement and water. These samples were allowed to cure for four days. UCS and point load tests were performed to measure the geomechanical properties of the reconstituted coal. After four days curing, the average UCS was found to be approximately
4
MPa
. This technical note outlines some experimental results and correlations that were developed to predict the mechanical properties of the reconstituted black coal samples. By reconstituting the samples from crushed coal, it is hoped that the samples will retain the important mechanical and physicochemical properties of coal, including the swelling, fluid transport, and gas sorption properties of coal. The aim is to be able to produce samples that are homogeneous with properties that are highly reproducible, and the reconstituted coal samples can be used for a number of research areas related to coal, including the long-term safe storage of
C
O2
in coal seams. |
doi_str_mv | 10.1061/(ASCE)GT.1943-5606.0000010 |
format | Article |
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4
MPa
. This technical note outlines some experimental results and correlations that were developed to predict the mechanical properties of the reconstituted black coal samples. By reconstituting the samples from crushed coal, it is hoped that the samples will retain the important mechanical and physicochemical properties of coal, including the swelling, fluid transport, and gas sorption properties of coal. The aim is to be able to produce samples that are homogeneous with properties that are highly reproducible, and the reconstituted coal samples can be used for a number of research areas related to coal, including the long-term safe storage of
C
O2
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4
MPa
. This technical note outlines some experimental results and correlations that were developed to predict the mechanical properties of the reconstituted black coal samples. By reconstituting the samples from crushed coal, it is hoped that the samples will retain the important mechanical and physicochemical properties of coal, including the swelling, fluid transport, and gas sorption properties of coal. The aim is to be able to produce samples that are homogeneous with properties that are highly reproducible, and the reconstituted coal samples can be used for a number of research areas related to coal, including the long-term safe storage of
C
O2
in coal seams.</description><subject>01 COAL, LIGNITE, AND PEAT</subject><subject>Applied sciences</subject><subject>BLACK COAL</subject><subject>Buildings. Public works</subject><subject>COMPRESSION STRENGTH</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>MECHANICAL PROPERTIES</subject><subject>MECHANICAL TESTS</subject><subject>SAMPLE PREPARATION</subject><subject>Soil mechanics. Rocks mechanics</subject><subject>TECHNICAL NOTES</subject><issn>1090-0241</issn><issn>1943-5606</issn><issn>1943-5606</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNp1kFFLwzAQx4MoOKffoSiKPnQmTZe24ssscwoTRedzuKVXzOyamaQPfntTNvbm5SFH-OXuz4-Qc0ZHjAp2ez35KKc3s8WIFSmPx4KKEe2L0QMy2L8dhp4WNKZJyo7JiXOrgKQ0Twbk_gXVF7RaQRO9WbNB6zW6yNTROyrTOq9957GKJp3zFhoNbfTQgPqOSgPNKTmqoXF4truH5PNxuiif4vnr7LmczGPgRe5jhUxBxVkSquaZ4nzMC0RUGVT1OK1q4FnGYAkZVoVQhagqni0BkEG9zDnwIbnYzjUhj3RK-xA6pGtReZmwcERRBOpqS22s-enQebnWTmHTQIumc5KnmRA578G7Laiscc5iLTdWr8H-SkZlr1XKXqucLWSvUPYK5U5r-Hy52wIuSKsttEq7_YSEZSwXLA2c2HIBQ7kynW2Dov2G_xf8AZpPiSs</recordid><startdate>20090701</startdate><enddate>20090701</enddate><creator>Jasinge, D</creator><creator>Ranjith, P. G</creator><creator>Choi, S. K</creator><creator>Kodikara, J</creator><creator>Arthur, M</creator><creator>Li, H</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope><scope>OTOTI</scope></search><sort><creationdate>20090701</creationdate><title>Mechanical Properties of Reconstituted Australian Black Coal</title><author>Jasinge, D ; Ranjith, P. G ; Choi, S. K ; Kodikara, J ; Arthur, M ; Li, H</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a398t-ce1cad312222f37c33539eeec7adf54dfa3771aba7ed96c96dd37baae1afb83a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>01 COAL, LIGNITE, AND PEAT</topic><topic>Applied sciences</topic><topic>BLACK COAL</topic><topic>Buildings. Public works</topic><topic>COMPRESSION STRENGTH</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>MECHANICAL PROPERTIES</topic><topic>MECHANICAL TESTS</topic><topic>SAMPLE PREPARATION</topic><topic>Soil mechanics. Rocks mechanics</topic><topic>TECHNICAL NOTES</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Jasinge, D</creatorcontrib><creatorcontrib>Ranjith, P. G</creatorcontrib><creatorcontrib>Choi, S. K</creatorcontrib><creatorcontrib>Kodikara, J</creatorcontrib><creatorcontrib>Arthur, M</creatorcontrib><creatorcontrib>Li, H</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>OSTI.GOV</collection><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Jasinge, D</au><au>Ranjith, P. G</au><au>Choi, S. K</au><au>Kodikara, J</au><au>Arthur, M</au><au>Li, H</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Mechanical Properties of Reconstituted Australian Black Coal</atitle><jtitle>Journal of geotechnical and geoenvironmental engineering</jtitle><date>2009-07-01</date><risdate>2009</risdate><volume>135</volume><issue>7</issue><spage>980</spage><epage>985</epage><pages>980-985</pages><issn>1090-0241</issn><issn>1943-5606</issn><eissn>1943-5606</eissn><abstract>Coal is usually highly heterogeneous. Great variation in properties can exist among samples obtained even at close proximity within the same seam or within the same core sample. This makes it difficult to establish a correlation between uniaxial compressive strength (UCS) and point load index for coal. To overcome this problem, a method for making reconstituted samples for laboratory tests was developed. Samples were made by compacting particles of crushed coal mixed with cement and water. These samples were allowed to cure for four days. UCS and point load tests were performed to measure the geomechanical properties of the reconstituted coal. After four days curing, the average UCS was found to be approximately
4
MPa
. This technical note outlines some experimental results and correlations that were developed to predict the mechanical properties of the reconstituted black coal samples. By reconstituting the samples from crushed coal, it is hoped that the samples will retain the important mechanical and physicochemical properties of coal, including the swelling, fluid transport, and gas sorption properties of coal. The aim is to be able to produce samples that are homogeneous with properties that are highly reproducible, and the reconstituted coal samples can be used for a number of research areas related to coal, including the long-term safe storage of
C
O2
in coal seams.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)GT.1943-5606.0000010</doi><tpages>6</tpages></addata></record> |
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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | 01 COAL, LIGNITE, AND PEAT Applied sciences BLACK COAL Buildings. Public works COMPRESSION STRENGTH Exact sciences and technology Geotechnics MECHANICAL PROPERTIES MECHANICAL TESTS SAMPLE PREPARATION Soil mechanics. Rocks mechanics TECHNICAL NOTES |
title | Mechanical Properties of Reconstituted Australian Black Coal |
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