The Effect of Freeze-thaw and Wet-dry Cycles on Resilient Modulus of Class C Fly Ash Stabilized Aggregate Base PDF Download
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Author: Naji Najib Khoury
Publisher:
ISBN:
Category : Fly ash
Languages : en
Pages : 260
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Author: Naji Najib Khoury
Publisher:
ISBN:
Category : Fly ash
Languages : en
Pages : 260
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Book Description
Author: Louay Mohammad
Publisher: Springer
ISBN: 331961908X
Category : Science
Languages : en
Pages : 335
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Book Description
This volume on “Advancement in the Design and Performance of Sustainable Asphalt Pavements” includes a collection of research and practical papers from an international research and technology activities on Mixture Design Innovation, Structural Pavement Design, Advancement in Production and Construction, Climate Changes and Effects on Infrastructure, Green Energy, Technology and Integration. The volume constitutes an important contribution in view of the urgent need to develop materials, designs, and practices to ensure the sustainability of transportation infrastructure. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017.
Author: N. Khoury
Publisher:
ISBN:
Category : Aggregate bases
Languages : en
Pages : 9
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This paper examines the flexural behavior of beams, representing a cementitiously stabilized aggregate base, under cyclic loading. Specifically, the effects of different freeze-thaw (F-T) procedures and number of F-T cycles on flexural response are studied. Aggregate beams stabilized with 10 % class C fly ash, cured for different periods (1 h, 3 days, and 28 days) and subjected to F-T cycles are tested for resilient modulus in flexure (Mrf) and modulus of rupture (MOR). The Mrf values decreased with increasing F-T cycles. Changes in Mrf are sensitive to curing periods. Reduction in Mrf and MOR and degradation in specimens are attributed to the increase in moisture content during the thawing phase and formation of ice lenses during the freezing phase. Degradation occurs when the expansion of ice lenses exceeds the pore space available. A correlation between Mrf and stress ratio shows that Mrf decreases with increasing stress ratio, in an overall sense. A steep decrease in Mrf is observed for stress ratios in the range of 0.1 to 0.3, beyond which no significant reduction is evident.
Author:
Publisher:
ISBN:
Category : Materials
Languages : en
Pages : 466
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Author:
Publisher:
ISBN:
Category : Air travel
Languages : en
Pages : 724
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Author: American Society of Civil Engineers. Geo-Institute
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 1266
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GSP 126 contains 223 papers presented at Geo-Trans 2004, held in Los Angeles, California, July 27-31, 2004.
Author: Felipe Filizzola Camargo
Publisher:
ISBN:
Category :
Languages : en
Pages : 258
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Author: Ken Isenberger
Publisher:
ISBN:
Category : Fly ash
Languages : en
Pages : 42
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Effect of fly ash class, source and amount on the compressive strength and freeze-thaw durability of fly ash concrete.
Author: Steven M. Cramer
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 56
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Author: Tuncer Edil
Publisher:
ISBN:
Category : Fly ash
Languages : en
Pages : 130
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Book Description
