Proceedings of the 8th FIRST 2024 International Conference on Global Innovations (FIRST-ESCSI 2024 )

The influence of the comparison of concrete compressive strength and modulus of elasticity with viscocrete 3115 N mixed concrete on normal concrete

Authors
Nabila Aulia Simangunsong1, *, Veronica Ade Setiani1, Ahmad Syapawi1, Multilawati Nasution1, Sheragizca Yolanda Situmeang1, Bastoni Hassasi1, Lina Flaviana Tilik1
1Civil Engineering, Sriwijaya State Polytechnic, Palembang, Indonesia
*Corresponding author.
Corresponding Author
Nabila Aulia Simangunsong
Available Online 1 May 2025.
DOI
10.2991/978-94-6463-678-9_12How to use a DOI?
Keywords
concrete; admixture; compressive strength; modulus of elasticity
Abstract

Concrete with admixture mixtures is one of the latest innovations that is trending in both practical applications and research. The use of admixture in concrete serves to modify its properties, allowing for unique qualities and enhanced performance. Many researchers have implemented admixture in concrete mixtures to improve the effectiveness and durability of construction materials in infrastructure projects. A common issue with concrete is achieving density, as it often retains porosity, leading to a decrease in the quality compared to the original design specifications. This is particularly relevant in soil work, such as deep foundation projects. Therefore, researchers conducted an analysis of concrete with varying admixture percentages: 0%, 0.8%, 0.9%, 1.0%, 1.1%, 1.2%, 1.3%, 1.4%, and 1.5%. The aim was to evaluate the compressive strength and modulus of elasticity. A total of 32 test specimens were used, with four tests conducted for each admixture percentage, along with four tests for normal concrete as a reference. The results indicated that the addition of admixture improved the compressive strength and modulus of elasticity at percentages of 0.8%, 0.9%, 1.0%, 1.1%, 1.2% and 1.3%. However, there was a decrease in performance when the admixture content reached 1.4% and 1.5%.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 8th FIRST 2024 International Conference on Global Innovations (FIRST-ESCSI 2024 )
Series
Advances in Engineering Research
Publication Date
1 May 2025
ISBN
978-94-6463-678-9
ISSN
2352-5401
DOI
10.2991/978-94-6463-678-9_12How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Nabila Aulia Simangunsong
AU  - Veronica Ade Setiani
AU  - Ahmad Syapawi
AU  - Multilawati Nasution
AU  - Sheragizca Yolanda Situmeang
AU  - Bastoni Hassasi
AU  - Lina Flaviana Tilik
PY  - 2025
DA  - 2025/05/01
TI  - The influence of the comparison of concrete compressive strength and modulus of elasticity with viscocrete 3115 N mixed concrete on normal concrete
BT  - Proceedings of the 8th FIRST 2024 International Conference on Global Innovations (FIRST-ESCSI 2024 )
PB  - Atlantis Press
SP  - 114
EP  - 123
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-678-9_12
DO  - 10.2991/978-94-6463-678-9_12
ID  - Simangunsong2025
ER  -