Effect of Comparison of Ardabil Pozzuoli Cement and Type 2 Sufyan Cement Compressive Strength Viewpoints and Improvement Solutions

In this research, we investigate the possibility and possibility of replacing Ardabil type 2 Pozzuoli cement instead of Sufian type 2 cements from the standpoint of compressive strength in dam construction projects. Experiment on samples shows the possibility of just using Ardebil's pozzolan ce...

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Autores principales: yousef zandi, mehdi Alayi
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Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/702c45e1d05b4101a143f77717eb551c
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spelling oai:doaj.org-article:702c45e1d05b4101a143f77717eb551c2021-11-08T15:51:46ZEffect of Comparison of Ardabil Pozzuoli Cement and Type 2 Sufyan Cement Compressive Strength Viewpoints and Improvement Solutions2476-39772538-261610.22065/jsce.2018.117984.1454https://doaj.org/article/702c45e1d05b4101a143f77717eb551c2019-12-01T00:00:00Zhttps://www.jsce.ir/article_62639_3460c9b8b4d04dc1edc4dcf237d615cd.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616In this research, we investigate the possibility and possibility of replacing Ardabil type 2 Pozzuoli cement instead of Sufian type 2 cements from the standpoint of compressive strength in dam construction projects. Experiment on samples shows the possibility of just using Ardebil's pozzolan cement is not possible in concrete projects .In order to achieve this, we need to think about the measures. In order to achieve this, we need to think about the measures.Among the mechanical properties of the compressive strength of the concrete made with cement type 2 pesulani of Ardebil, there is a severe drop.The most important priorities for using additives are the availability of materials along with economic discussions. For this purpose, four cement substitute additives were used in this study: stone powder, sand, microsilica, and fly ash. The results of the experiments show that the fly ash in the long run increases the compressive strength of the concrete and in the first days reduces the compressive strength. Microsilica for 8% and 11% increases resistance initially, but for replacement percentage 5, it reduces the compressive strength of the concrete. The fine sand also causes a slight reduction in compressive strength; ultimately, the replacement of stones in the long run will increase the compressive strength of the concreteyousef zandimehdi AlayiIranian Society of Structrual Engineering (ISSE)articleardebil pozzuoli cementtype 2 sufyan cementfly ashmicrosilicastone powderBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss 4, Pp 95-110 (2019)
institution DOAJ
collection DOAJ
language FA
topic ardebil pozzuoli cement
type 2 sufyan cement
fly ash
microsilica
stone powder
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle ardebil pozzuoli cement
type 2 sufyan cement
fly ash
microsilica
stone powder
Bridge engineering
TG1-470
Building construction
TH1-9745
yousef zandi
mehdi Alayi
Effect of Comparison of Ardabil Pozzuoli Cement and Type 2 Sufyan Cement Compressive Strength Viewpoints and Improvement Solutions
description In this research, we investigate the possibility and possibility of replacing Ardabil type 2 Pozzuoli cement instead of Sufian type 2 cements from the standpoint of compressive strength in dam construction projects. Experiment on samples shows the possibility of just using Ardebil's pozzolan cement is not possible in concrete projects .In order to achieve this, we need to think about the measures. In order to achieve this, we need to think about the measures.Among the mechanical properties of the compressive strength of the concrete made with cement type 2 pesulani of Ardebil, there is a severe drop.The most important priorities for using additives are the availability of materials along with economic discussions. For this purpose, four cement substitute additives were used in this study: stone powder, sand, microsilica, and fly ash. The results of the experiments show that the fly ash in the long run increases the compressive strength of the concrete and in the first days reduces the compressive strength. Microsilica for 8% and 11% increases resistance initially, but for replacement percentage 5, it reduces the compressive strength of the concrete. The fine sand also causes a slight reduction in compressive strength; ultimately, the replacement of stones in the long run will increase the compressive strength of the concrete
format article
author yousef zandi
mehdi Alayi
author_facet yousef zandi
mehdi Alayi
author_sort yousef zandi
title Effect of Comparison of Ardabil Pozzuoli Cement and Type 2 Sufyan Cement Compressive Strength Viewpoints and Improvement Solutions
title_short Effect of Comparison of Ardabil Pozzuoli Cement and Type 2 Sufyan Cement Compressive Strength Viewpoints and Improvement Solutions
title_full Effect of Comparison of Ardabil Pozzuoli Cement and Type 2 Sufyan Cement Compressive Strength Viewpoints and Improvement Solutions
title_fullStr Effect of Comparison of Ardabil Pozzuoli Cement and Type 2 Sufyan Cement Compressive Strength Viewpoints and Improvement Solutions
title_full_unstemmed Effect of Comparison of Ardabil Pozzuoli Cement and Type 2 Sufyan Cement Compressive Strength Viewpoints and Improvement Solutions
title_sort effect of comparison of ardabil pozzuoli cement and type 2 sufyan cement compressive strength viewpoints and improvement solutions
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2019
url https://doaj.org/article/702c45e1d05b4101a143f77717eb551c
work_keys_str_mv AT yousefzandi effectofcomparisonofardabilpozzuolicementandtype2sufyancementcompressivestrengthviewpointsandimprovementsolutions
AT mehdialayi effectofcomparisonofardabilpozzuolicementandtype2sufyancementcompressivestrengthviewpointsandimprovementsolutions
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