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