Evaluation of Concrete Mechanical Properties Containing Recycled Aggregate from Construction Waste

Nowadays considering the growth of the population and increasing the need for housing, construction activities have been booming more remarkably than the past. So, the volume of construction waste has increased which has caused many environmental problems. These derbies have potation to reuse in con...

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Autores principales: Bahareh Hadavand, Abdolreza Karimi, Saeed Farzin, Mohsen Ahmadi
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Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/6167853bc998420caede89ac3008e968
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spelling oai:doaj.org-article:6167853bc998420caede89ac3008e9682021-11-08T15:52:50ZEvaluation of Concrete Mechanical Properties Containing Recycled Aggregate from Construction Waste2476-39772538-261610.22065/jsce.2018.108583.1394https://doaj.org/article/6167853bc998420caede89ac3008e9682019-11-01T00:00:00Zhttps://www.jsce.ir/article_61070_2a4e087902218ff7344c9583c2fdba51.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Nowadays considering the growth of the population and increasing the need for housing, construction activities have been booming more remarkably than the past. So, the volume of construction waste has increased which has caused many environmental problems. These derbies have potation to reuse in construction activities. Recycling is one of the best ways to manage this debris. Because it reduces the volume of waste. It also confirms to reusing, and it reduces the need to extract and uses natural resources. Considering the importance of this, this waste can be used as replacement of aggregates in concrete. In this study, the effect of different percentages of replacement of construction and demolition waste as coarse aggregate on mechanical properties of concrete has been investigated, and the effect of using these debris on compressive strength, tensile strength and flexural strength concrete was studied. The percentages of replacement are 0%, 10%, 20%, 30%, and 50%, and the water to cement ratio is 0.49. Tests were done for two curing time 7 and 28 days. Also, in order to analysing the results, statistical analysis of one-way ANOVA was carried out. The results show that with increasing the replacement rate, compressive strength, tensile strength and flexural strength are decreased, but these decreases aren’t significantBahareh HadavandAbdolreza KarimiSaeed FarzinMohsen AhmadiIranian Society of Structrual Engineering (ISSE)articlethe environmentconstruction wasterecycled aggregatesconcretemechanical propertiesBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 3, Pp 163-174 (2019)
institution DOAJ
collection DOAJ
language FA
topic the environment
construction waste
recycled aggregates
concrete
mechanical properties
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle the environment
construction waste
recycled aggregates
concrete
mechanical properties
Bridge engineering
TG1-470
Building construction
TH1-9745
Bahareh Hadavand
Abdolreza Karimi
Saeed Farzin
Mohsen Ahmadi
Evaluation of Concrete Mechanical Properties Containing Recycled Aggregate from Construction Waste
description Nowadays considering the growth of the population and increasing the need for housing, construction activities have been booming more remarkably than the past. So, the volume of construction waste has increased which has caused many environmental problems. These derbies have potation to reuse in construction activities. Recycling is one of the best ways to manage this debris. Because it reduces the volume of waste. It also confirms to reusing, and it reduces the need to extract and uses natural resources. Considering the importance of this, this waste can be used as replacement of aggregates in concrete. In this study, the effect of different percentages of replacement of construction and demolition waste as coarse aggregate on mechanical properties of concrete has been investigated, and the effect of using these debris on compressive strength, tensile strength and flexural strength concrete was studied. The percentages of replacement are 0%, 10%, 20%, 30%, and 50%, and the water to cement ratio is 0.49. Tests were done for two curing time 7 and 28 days. Also, in order to analysing the results, statistical analysis of one-way ANOVA was carried out. The results show that with increasing the replacement rate, compressive strength, tensile strength and flexural strength are decreased, but these decreases aren’t significant
format article
author Bahareh Hadavand
Abdolreza Karimi
Saeed Farzin
Mohsen Ahmadi
author_facet Bahareh Hadavand
Abdolreza Karimi
Saeed Farzin
Mohsen Ahmadi
author_sort Bahareh Hadavand
title Evaluation of Concrete Mechanical Properties Containing Recycled Aggregate from Construction Waste
title_short Evaluation of Concrete Mechanical Properties Containing Recycled Aggregate from Construction Waste
title_full Evaluation of Concrete Mechanical Properties Containing Recycled Aggregate from Construction Waste
title_fullStr Evaluation of Concrete Mechanical Properties Containing Recycled Aggregate from Construction Waste
title_full_unstemmed Evaluation of Concrete Mechanical Properties Containing Recycled Aggregate from Construction Waste
title_sort evaluation of concrete mechanical properties containing recycled aggregate from construction waste
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2019
url https://doaj.org/article/6167853bc998420caede89ac3008e968
work_keys_str_mv AT baharehhadavand evaluationofconcretemechanicalpropertiescontainingrecycledaggregatefromconstructionwaste
AT abdolrezakarimi evaluationofconcretemechanicalpropertiescontainingrecycledaggregatefromconstructionwaste
AT saeedfarzin evaluationofconcretemechanicalpropertiescontainingrecycledaggregatefromconstructionwaste
AT mohsenahmadi evaluationofconcretemechanicalpropertiescontainingrecycledaggregatefromconstructionwaste
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