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Détail de l'auteur
Auteur P. G. Ranjith
Documents disponibles écrits par cet auteur
Affiner la rechercheMechanical properties of reconstituted australian black coal / D. Jasinge in Journal of geotechnical and geoenvironmental engineering, Vol. 135 N° 7 (Juillet 2009)
[article]
in Journal of geotechnical and geoenvironmental engineering > Vol. 135 N° 7 (Juillet 2009) . - pp. 980–985
Titre : Mechanical properties of reconstituted australian black coal Type de document : texte imprimé Auteurs : D. Jasinge, Auteur ; P. G. Ranjith, Auteur ; S. K. Choi, Auteur Année de publication : 2009 Article en page(s) : pp. 980–985 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Coal Australia Mechanical properties Résumé : 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 4MPa . 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 CO2 in coal seams. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000010 [article] Mechanical properties of reconstituted australian black coal [texte imprimé] / D. Jasinge, Auteur ; P. G. Ranjith, Auteur ; S. K. Choi, Auteur . - 2009 . - pp. 980–985.
Geotechnical and geoenvironmental engineering
Langues : Anglais (eng)
in Journal of geotechnical and geoenvironmental engineering > Vol. 135 N° 7 (Juillet 2009) . - pp. 980–985
Mots-clés : Coal Australia Mechanical properties Résumé : 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 4MPa . 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 CO2 in coal seams. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000010