Shrinkage behaviour of self-compacting concrete with higher binder content: experimental results and predictive equation
Abstract The present study explores the potential benefits of increasing binder content in self-compacting concrete (SCC). Three concrete mixtures with varying binder content (550, 600, and 650 kg/m3) were investigated to evaluate their workability, compressive strength, and shrinkage. Findings indi...
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Format: | Article |
Language: | English |
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Springer
2025-01-01
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Online Access: | https://doi.org/10.1007/s43939-025-00184-z |
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author | Yuvaraj Bhirud Om Vaidya Satish More Ayub Shaikh Amol Pawar Lalit Pawar Pradeep Yeole |
author_facet | Yuvaraj Bhirud Om Vaidya Satish More Ayub Shaikh Amol Pawar Lalit Pawar Pradeep Yeole |
author_sort | Yuvaraj Bhirud |
collection | DOAJ |
description | Abstract The present study explores the potential benefits of increasing binder content in self-compacting concrete (SCC). Three concrete mixtures with varying binder content (550, 600, and 650 kg/m3) were investigated to evaluate their workability, compressive strength, and shrinkage. Findings indicate a significant enhancement in strength over the concrete's lifespan with higher binder content, accompanied by improved stability and cohesion. Additionally, the study examines the economic advantages of utilizing fly ash as a partial binder replacement, thereby reducing reliance on costly superplasticizers. However, existing prediction models for concrete shrinkage (IS 1343-2012, BS EN 1992-1-1-2004, and ACI 209 R-92) proved inadequate for high-binder SCC. To bridge this knowledge gap, a novel equation for predicting shrinkage in SCC with increased binder content was developed based on experimental data. This research contributes to the optimized design and cost-effective application of high-strength SCC in the construction industry. |
format | Article |
id | doaj-art-f8016370dcfa40b78f36abc150a0d42b |
institution | Kabale University |
issn | 2730-7727 |
language | English |
publishDate | 2025-01-01 |
publisher | Springer |
record_format | Article |
series | Discover Materials |
spelling | doaj-art-f8016370dcfa40b78f36abc150a0d42b2025-01-12T12:44:09ZengSpringerDiscover Materials2730-77272025-01-01511910.1007/s43939-025-00184-zShrinkage behaviour of self-compacting concrete with higher binder content: experimental results and predictive equationYuvaraj Bhirud0Om Vaidya1Satish More2Ayub Shaikh3Amol Pawar4Lalit Pawar5Pradeep Yeole6School of Engineering and Sciences, MIT Art, Design and Technology UniversitySNJB’s Late Sau K B Jain College of EngineeringNagesh Orchid College of EngineeringJSPM’s Imperial College of Engineering and ResearchSchool of Construction, NICMAR UniversitySNJB’s Late Sau K B Jain College of EngineeringSNJB’s Late Sau K B Jain College of EngineeringAbstract The present study explores the potential benefits of increasing binder content in self-compacting concrete (SCC). Three concrete mixtures with varying binder content (550, 600, and 650 kg/m3) were investigated to evaluate their workability, compressive strength, and shrinkage. Findings indicate a significant enhancement in strength over the concrete's lifespan with higher binder content, accompanied by improved stability and cohesion. Additionally, the study examines the economic advantages of utilizing fly ash as a partial binder replacement, thereby reducing reliance on costly superplasticizers. However, existing prediction models for concrete shrinkage (IS 1343-2012, BS EN 1992-1-1-2004, and ACI 209 R-92) proved inadequate for high-binder SCC. To bridge this knowledge gap, a novel equation for predicting shrinkage in SCC with increased binder content was developed based on experimental data. This research contributes to the optimized design and cost-effective application of high-strength SCC in the construction industry.https://doi.org/10.1007/s43939-025-00184-zSelf-compacting concreteShrinkageMix designCompressive resistanceSegregation resistance |
spellingShingle | Yuvaraj Bhirud Om Vaidya Satish More Ayub Shaikh Amol Pawar Lalit Pawar Pradeep Yeole Shrinkage behaviour of self-compacting concrete with higher binder content: experimental results and predictive equation Discover Materials Self-compacting concrete Shrinkage Mix design Compressive resistance Segregation resistance |
title | Shrinkage behaviour of self-compacting concrete with higher binder content: experimental results and predictive equation |
title_full | Shrinkage behaviour of self-compacting concrete with higher binder content: experimental results and predictive equation |
title_fullStr | Shrinkage behaviour of self-compacting concrete with higher binder content: experimental results and predictive equation |
title_full_unstemmed | Shrinkage behaviour of self-compacting concrete with higher binder content: experimental results and predictive equation |
title_short | Shrinkage behaviour of self-compacting concrete with higher binder content: experimental results and predictive equation |
title_sort | shrinkage behaviour of self compacting concrete with higher binder content experimental results and predictive equation |
topic | Self-compacting concrete Shrinkage Mix design Compressive resistance Segregation resistance |
url | https://doi.org/10.1007/s43939-025-00184-z |
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