Improvement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects

Among various active parts of construction industry, irrigation and drainage projects (such as dams, spillways and peripheral parts such as canals) are one of the biggest consumers of cement. Various empirical reports show that the concrete made of Ardabil’s pozzolanic cement does not meet the requi...

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Autores principales: mahzad esmaeili falak, amin lotfi eghlim, samira nematzadeh
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Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/4a65bb216f2b487abad42bc2041d9e55
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spelling oai:doaj.org-article:4a65bb216f2b487abad42bc2041d9e552021-11-08T15:52:34ZImprovement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects2476-39772538-261610.22065/jsce.2017.100834.1349https://doaj.org/article/4a65bb216f2b487abad42bc2041d9e552019-06-01T00:00:00Zhttps://www.jsce.ir/article_53781_f25e445addac57fa0f3e3b9233161257.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Among various active parts of construction industry, irrigation and drainage projects (such as dams, spillways and peripheral parts such as canals) are one of the biggest consumers of cement. Various empirical reports show that the concrete made of Ardabil’s pozzolanic cement does not meet the requirement for irrigation and drainage projects in case of mechanical characteristics which signifies the importance of further research in this area. The objective of this study is to investigate the suitability of replacing Ardabil’s pozzolanic cement with type 2 Soufian cement from the viewpoint of compression strenght at irrigation and drainage projecta. This study focuses on experimental methods by performing standard compression strength tests on base and improved speimens. The initial results showed that solely utilization of Ardabil’s pozzolanic cement in structural parts is not feasible and there should be some other approaches to reach this end. In this regard, 4 additive materials were used instead of cement including: stone powder, fined part of sand, silica fume and fly ash. The results indicated that utilization of fly ash increases the compressive strength of the cement in long term application; however, it causes a reduction in compressive strength in short term application. Furthermore, replacemet of silica fume in lower percentages causes a reduction in compression strength; however, higher percentage of silica fume replacement increases compression strength. The finer parts of the sand slightly decreased the compression strength and the replacement of stone powder yields to an increase in long term compression strength.mahzad esmaeili falakamin lotfi eghlimsamira nematzadehIranian Society of Structrual Engineering (ISSE)articleardabil’s pozzolanic cementsofian’s type 2 cementfly ashsilica fumestone powderBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 1, Pp 43-58 (2019)
institution DOAJ
collection DOAJ
language FA
topic ardabil’s pozzolanic cement
sofian’s type 2 cement
fly ash
silica fume
stone powder
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle ardabil’s pozzolanic cement
sofian’s type 2 cement
fly ash
silica fume
stone powder
Bridge engineering
TG1-470
Building construction
TH1-9745
mahzad esmaeili falak
amin lotfi eghlim
samira nematzadeh
Improvement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects
description Among various active parts of construction industry, irrigation and drainage projects (such as dams, spillways and peripheral parts such as canals) are one of the biggest consumers of cement. Various empirical reports show that the concrete made of Ardabil’s pozzolanic cement does not meet the requirement for irrigation and drainage projects in case of mechanical characteristics which signifies the importance of further research in this area. The objective of this study is to investigate the suitability of replacing Ardabil’s pozzolanic cement with type 2 Soufian cement from the viewpoint of compression strenght at irrigation and drainage projecta. This study focuses on experimental methods by performing standard compression strength tests on base and improved speimens. The initial results showed that solely utilization of Ardabil’s pozzolanic cement in structural parts is not feasible and there should be some other approaches to reach this end. In this regard, 4 additive materials were used instead of cement including: stone powder, fined part of sand, silica fume and fly ash. The results indicated that utilization of fly ash increases the compressive strength of the cement in long term application; however, it causes a reduction in compressive strength in short term application. Furthermore, replacemet of silica fume in lower percentages causes a reduction in compression strength; however, higher percentage of silica fume replacement increases compression strength. The finer parts of the sand slightly decreased the compression strength and the replacement of stone powder yields to an increase in long term compression strength.
format article
author mahzad esmaeili falak
amin lotfi eghlim
samira nematzadeh
author_facet mahzad esmaeili falak
amin lotfi eghlim
samira nematzadeh
author_sort mahzad esmaeili falak
title Improvement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects
title_short Improvement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects
title_full Improvement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects
title_fullStr Improvement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects
title_full_unstemmed Improvement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects
title_sort improvement of mechanical parameters of concrete yielded from pozzolanic cement for irrigation and drainage projects
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2019
url https://doaj.org/article/4a65bb216f2b487abad42bc2041d9e55
work_keys_str_mv AT mahzadesmaeilifalak improvementofmechanicalparametersofconcreteyieldedfrompozzolaniccementforirrigationanddrainageprojects
AT aminlotfieghlim improvementofmechanicalparametersofconcreteyieldedfrompozzolaniccementforirrigationanddrainageprojects
AT samiranematzadeh improvementofmechanicalparametersofconcreteyieldedfrompozzolaniccementforirrigationanddrainageprojects
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