Synopsis
A bituminous paving mixture is a combination of coarse aggregate, fine aggregate and bitumen mixed with appropriate proportion to result strong and durable mix to have different traffic load. In bituminous paving mixture, normally cement and stone dust are utilized as filler material. For comparison, cement used to prepare control mix. Marshall Stability test is employed to find stability, flow value, % air voids, (VMA) voids in mineral aggregate, voids filled with bitumen (VFB) properties for a bituminous paving mixture. The work is carried out by using specifications as per MORTH (Ministry of road transports & highways, specifications for road & bridge works, 5th revision). By replacing the cement with fly ash at the levels 25%, 50%, 75%, 100% the results are compared. The variation of properties, optimum bitumen and optimum fly ash contents are determined. It is observed that the control mixes with fly ash as filler not much differ in properties when compared with mix and satisfy desired criteria specified by a much higher margin. It has been recommended to use of fly ash, not only reducing the cost of execution, also solve utilization of fly ash and its disposal problems.
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Pavement Design
Edité par
LAP LAMBERT Academic Publishing Mrz 2021, 2021
ISBN 10 : 6203470708
ISBN 13 : 9786203470703
Neuf
Taschenbuch
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Évaluation du vendeur 5 sur 5 étoiles
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -A bituminous paving mixture is a combination of coarse aggregate, fine aggregate and bitumen mixed with appropriate proportion to result strong and durable mix to have different traffic load. In bituminous paving mixture, normally cement and stone dust are utilized as filler material. For comparison, cement used to prepare control mix. Marshall Stability test is employed to find stability, flow value, % air voids, (VMA) voids in mineral aggregate, voids filled with bitumen (VFB) properties for a bituminous paving mixture. The work is carried out by using specifications as per MORTH (Ministry of road transports & highways, specifications for road & bridge works, 5th revision). By replacing the cement with fly ash at the levels 25%, 50%, 75%, 100% the results are compared. The variation of properties, optimum bitumen and optimum fly ash contents are determined. It is observed that the control mixes with fly ash as filler not much differ in properties when compared with mix and satisfy desired criteria specified by a much higher margin. It has been recommended to use of fly ash, not only reducing the cost of execution, also solve utilization of fly ash and its disposal problems. 68 pp. Englisch. N° de réf. du vendeur 9786203470703
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Pavement Design
Edité par
LAP LAMBERT Academic Publishing, 2021
ISBN 10 : 6203470708
ISBN 13 : 9786203470703
Neuf
Couverture souple
Vendeur : moluna, Greven, Allemagne
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Kumar ShaktiShakti Kumar graduated in Civil Engineering (CE) in 2013. He did his M.Tech degree in Structural Engineering in 2016. Presently, he is Assistant Professor in the Department of Civil Engineering, Bansal Institute of Engine. N° de réf. du vendeur 464075603
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Pavement Design
Edité par
LAP LAMBERT Academic Publishing Mär 2021, 2021
ISBN 10 : 6203470708
ISBN 13 : 9786203470703
Neuf
Taschenbuch
Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Évaluation du vendeur 5 sur 5 étoiles
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -A bituminous paving mixture is a combination of coarse aggregate, fine aggregate and bitumen mixed with appropriate proportion to result strong and durable mix to have different traffic load. In bituminous paving mixture, normally cement and stone dust are utilized as filler material. For comparison, cement used to prepare control mix. Marshall Stability test is employed to find stability, flow value, % air voids, (VMA) voids in mineral aggregate, voids filled with bitumen (VFB) properties for a bituminous paving mixture. The work is carried out by using specifications as per MORTH (Ministry of road transports & highways, specifications for road & bridge works, 5th revision). By replacing the cement with fly ash at the levels 25%, 50%, 75%, 100% the results are compared. The variation of properties, optimum bitumen and optimum fly ash contents are determined. It is observed that the control mixes with fly ash as filler not much differ in properties when compared with mix and satisfy desired criteria specified by a much higher margin. It has been recommended to use of fly ash, not only reducing the cost of execution, also solve utilization of fly ash and its disposal problems.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 68 pp. Englisch. N° de réf. du vendeur 9786203470703
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Pavement Design : Effect of Fly Ash as a Filler in Bituminous Paving Mixes
Edité par
LAP LAMBERT Academic Publishing, 2021
ISBN 10 : 6203470708
ISBN 13 : 9786203470703
Neuf
Taschenbuch
Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Évaluation du vendeur 5 sur 5 étoiles
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - A bituminous paving mixture is a combination of coarse aggregate, fine aggregate and bitumen mixed with appropriate proportion to result strong and durable mix to have different traffic load. In bituminous paving mixture, normally cement and stone dust are utilized as filler material. For comparison, cement used to prepare control mix. Marshall Stability test is employed to find stability, flow value, % air voids, (VMA) voids in mineral aggregate, voids filled with bitumen (VFB) properties for a bituminous paving mixture. The work is carried out by using specifications as per MORTH (Ministry of road transports & highways, specifications for road & bridge works, 5th revision). By replacing the cement with fly ash at the levels 25%, 50%, 75%, 100% the results are compared. The variation of properties, optimum bitumen and optimum fly ash contents are determined. It is observed that the control mixes with fly ash as filler not much differ in properties when compared with mix and satisfy desired criteria specified by a much higher margin. It has been recommended to use of fly ash, not only reducing the cost of execution, also solve utilization of fly ash and its disposal problems. N° de réf. du vendeur 9786203470703
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EUR 40,89
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Quantité disponible : 1 disponible(s)