This work seeks to investigate and compare the differences in measurement of flexural strength of palm kernel shell concrete, using direct and indirect methods (beam and splitting cylinder specimen). The Palm kernel shell (PKS) was subjected to various physical tests and values obtained are as follow; specific gravity of PKS 1.3, Aggregate impact value 10.23.The Concrete was cast using two mix ratios 1:1.5:3 and 1:2:4. The concrete cubes, cylinders, and beams were crushed at 7, 14 and 28days in other to determine the compressive strength and flexural strength of the concrete for the various mixed. The 28th day compressive strength was 12.30N/mm2 and 20N/mm2, for the two mixed ratio respectively. The 28th day flexural strength is 2.03N/mm2 and 1.10N/mm2 for the beam and cylinder specimen respectively. The student t-test showed that there is no significant difference between the tensile strength measured using direct and indirect methods.
Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.
Ukpong U. Emmanuel earned a Bachelor Degree (Civil Engineering) from the prestigious Federal University of Agriculture Makurdi. Dr. Obam S. Ogah is a senior Lecturer with Federal University of AgricultureMakurdi. Tiza Michael has obtained B.Eng, BBS, MBA, M.Min, from various institutions globally. He is an Aff.M.ASCE, ASS.M. UACSE, M. IAENG.
Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This work seeks to investigate and compare the differences in measurement of flexural strength of palm kernel shell concrete, using direct and indirect methods (beam and splitting cylinder specimen). The Palm kernel shell (PKS) was subjected to various physical tests and values obtained are as follow; specific gravity of PKS 1.3, Aggregate impact value 10.23.The Concrete was cast using two mix ratios 1:1.5:3 and 1:2:4. The concrete cubes, cylinders, and beams were crushed at 7, 14 and 28days in other to determine the compressive strength and flexural strength of the concrete for the various mixed. The 28th day compressive strength was 12.30N/mm2 and 20N/mm2, for the two mixed ratio respectively. The 28th day flexural strength is 2.03N/mm2 and 1.10N/mm2 for the beam and cylinder specimen respectively. The student t-test showed that there is no significant difference between the tensile strength measured using direct and indirect methods. 84 pp. Englisch. N° de réf. du vendeur 9783659709531
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Vendeur : Revaluation Books, Exeter, Royaume-Uni
Paperback. Etat : Brand New. 84 pages. 8.66x5.91x0.19 inches. In Stock. N° de réf. du vendeur 3659709530
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Vendeur : moluna, Greven, Allemagne
Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: U. Emmanuel UkpongUkpong U. Emmanuel earned a Bachelor Degree (Civil Engineering) from the prestigious Federal University of Agriculture Makurdi. Dr. Obam S. Ogah is a senior Lecturer with Federal University of AgricultureMakurdi. Ti. N° de réf. du vendeur 151428267
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -This work seeks to investigate and compare the differences in measurement of flexural strength of palm kernel shell concrete, using direct and indirect methods (beam and splitting cylinder specimen). The Palm kernel shell (PKS) was subjected to various physical tests and values obtained are as follow; specific gravity of PKS 1.3, Aggregate impact value 10.23.The Concrete was cast using two mix ratios 1:1.5:3 and 1:2:4. The concrete cubes, cylinders, and beams were crushed at 7, 14 and 28days in other to determine the compressive strength and flexural strength of the concrete for the various mixed. The 28th day compressive strength was 12.30N/mm2 and 20N/mm2, for the two mixed ratio respectively. The 28th day flexural strength is 2.03N/mm2 and 1.10N/mm2 for the beam and cylinder specimen respectively. The student t-test showed that there is no significant difference between the tensile strength measured using direct and indirect methods.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 84 pp. Englisch. N° de réf. du vendeur 9783659709531
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This work seeks to investigate and compare the differences in measurement of flexural strength of palm kernel shell concrete, using direct and indirect methods (beam and splitting cylinder specimen). The Palm kernel shell (PKS) was subjected to various physical tests and values obtained are as follow; specific gravity of PKS 1.3, Aggregate impact value 10.23.The Concrete was cast using two mix ratios 1:1.5:3 and 1:2:4. The concrete cubes, cylinders, and beams were crushed at 7, 14 and 28days in other to determine the compressive strength and flexural strength of the concrete for the various mixed. The 28th day compressive strength was 12.30N/mm2 and 20N/mm2, for the two mixed ratio respectively. The 28th day flexural strength is 2.03N/mm2 and 1.10N/mm2 for the beam and cylinder specimen respectively. The student t-test showed that there is no significant difference between the tensile strength measured using direct and indirect methods. N° de réf. du vendeur 9783659709531
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. Comparison of Flexural Strength Values of Palm Kernel Shell Concrete | A Comprehensive Comparative Analysis of the Flexural Strength Values of Palm Kernel using Direct and Indirect Methods | Ukpong U. Emmanuel (u. a.) | Taschenbuch | 84 S. | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9783659709531 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 108769732
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