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

The Compressive Strength of Self-Compacting Concrete (SCC) with the Addition of Micro Synthetic Fibers and Sika ViscoCrete 3115 N Admixture

Authors
M. Syawan Fikri1, Roby Anggara1, Lina Flaviana Tilik1, Sudarmadji1, Ayu Marlina1, *, Nurul Aina Syahira1
1Civil Engineering, Politeknik Negeri Sriwijaya, Palembang, Indonesia
*Corresponding author. Email: ayu.marlina@polsri.ac.id
Corresponding Author
Ayu Marlina
Available Online 1 May 2025.
DOI
10.2991/978-94-6463-678-9_7How to use a DOI?
Keywords
Self Compacting Concrete (SCC); Viscocrete; synthetic micro fibers; compressive strength
Abstract

Self Compacting Concrete (SCC) was an innovation in concrete that could compact itself, with high flowability and workability. SCC did not require mechanical vibration in the placement process within formwork volumes. The purpose of this research was to determine the characteristics of SCC with the addition of the Viscocrete 3115N admixture and to determine the compressive strength of SCC with the addition of synthetic micro fiber variations of 0%; 0.20%; 0.25%; 0.30%. The materials used were sand from the Pinang River and a maximum size split of 20mm from Lahat, which had been tested and all materials met the requirements. The test results showed Slump Flow values of 70cm; 70cm; 69cm; 66cm, L-Box test values of 0.93; 0.90; 0.87; 0.85, V-Funnel test values of 7 s; 7 s; 8 s; 10 s, and compressive strength tests on cylindrical specimens (15x30) were conducted at 7 days, 14 days, and 28 days. The 28-day compressive strength values were BS 26.42 MPa; BSSS 0.20% 26.89 MPa; BSSS 0.25% 27.08 MPa; BSSS 0.30% 27.13 MPa. The percentage increase was 1.8%; 0.7%; 0.18%, with the most optimal increase occurring at 0.20% fiber content. Fiber content of 0.30% reduced the fresh concrete properties of SCC, but the values still met the requirements.

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_7How 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  - M. Syawan Fikri
AU  - Roby Anggara
AU  - Lina Flaviana Tilik
AU  - Sudarmadji
AU  - Ayu Marlina
AU  - Nurul Aina Syahira
PY  - 2025
DA  - 2025/05/01
TI  - The Compressive Strength of Self-Compacting Concrete (SCC) with the Addition of Micro Synthetic Fibers and Sika ViscoCrete 3115 N Admixture
BT  - Proceedings of the 8th FIRST 2024 International Conference on Global Innovations (FIRST-ESCSI 2024 )
PB  - Atlantis Press
SP  - 60
EP  - 70
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-678-9_7
DO  - 10.2991/978-94-6463-678-9_7
ID  - Fikri2025
ER  -