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contributor authorM. A. Rahman
contributor authorA. Arulrajah
contributor authorJ. Piratheepan
contributor authorM. W. Bo
contributor authorM. A. Imteaz
date accessioned2017-05-08T21:56:41Z
date available2017-05-08T21:56:41Z
date copyrightMarch 2014
date issued2014
identifier other%28asce%29mt%2E1943-5533%2E0000865.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67225
description abstractExtensive amounts of natural quarry aggregates are currently being used in road and pavement applications. The use of construction and demolition (C&D) materials such as recycled concrete aggregate (RCA), crushed brick (CB), and reclaimed asphalt pavement (RAP) as an alternative to quarry aggregates has generated interest in recent years, particularly as a pavement base or subbase material. However, the resilient moduli responses and performance of these C&D materials reinforced with geogrids under repeated loads have yet to be established. This research investigates the resilient moduli (
publisherAmerican Society of Civil Engineers
titleResilient Modulus and Permanent Deformation Responses of Geogrid-Reinforced Construction and Demolition Materials
typeJournal Paper
journal volume26
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000824
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 003
contenttypeFulltext


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