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Effect of rock properties on the Los Angeles abrasion and impact test characteristics of the aggregates

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dc.creator YAVUZ, Hüseyin
dc.creator DEMİRDAĞ, Servet
dc.creator UĞUR, İbrahim
dc.date 2009-12-31T22:00:00Z
dc.date.accessioned 2020-10-06T11:00:25Z
dc.date.available 2020-10-06T11:00:25Z
dc.identifier ae1cf857-c1c2-4368-af5d-efc022f23e62
dc.identifier 10.1016/j.matchar.2009.10.014
dc.identifier https://avesis.sdu.edu.tr/publication/details/ae1cf857-c1c2-4368-af5d-efc022f23e62/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/69235
dc.description Aggregate is the most fundamental and widely used component of construction. it is used as an unbound material which constitutes about 100% of the volume of base courses, 95 to 93% of the volume of asphalt and about 85 to 75% of the volume of Portland cement concrete. Aggregate is exposed to a number of physical and chemically degrading forces during processing, transporting, and construction. As the main load carrying component of unbound and bituminous and Portland cement concretes, the aggregate must be clean, hard, sound, durable, resistant to abrasion, uniform in quality and free of any detrimental quantities of soft, friable, thin, elongated or laminated pieces, disintegrated material, alkali or other deleterious substance. For assesing the abrasion resistance of aggregates, the most common method is the Los Angeles abrasion and impact test (LAAI) which determines the relative competence or resistance to abrasion of the aggregates.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title Effect of rock properties on the Los Angeles abrasion and impact test characteristics of the aggregates
dc.type info:eu-repo/semantics/article


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