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contributor authorDongxing Xuan
contributor authorAndré A. A. Molenaar
contributor authorLambert J. M. Houben
date accessioned2017-05-08T21:55:43Z
date available2017-05-08T21:55:43Z
date copyrightMay 2012
date issued2012
identifier other%28asce%29mt%2E1943-5533%2E0000434.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66768
description abstractReuse of construction and demolition waste (CDW) as a road base material is one of the effective methods to reduce environmental effects caused by CDW dumping in landfills. To explore the feasibility to reuse CDW as a cement-treated material, this paper investigated the compressive and indirect tensile strengths of cement-treated demolition waste. Because the recycled CDW is a mix of recycled masonry and concrete, different ratios of recycled crushed masonry-concrete aggregates by mass were chosen in this study. Four mixture variables (cement content, degree of compaction, masonry content, and curing time) and their influence on the mechanical properties of cement-treated mix granulates (
publisherAmerican Society of Civil Engineers
titleCompressive and Indirect Tensile Strengths of Cement-Treated Mix Granulates with Recycled Masonry and Concrete Aggregates
typeJournal Paper
journal volume24
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000401
treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 005
contenttypeFulltext


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