Pengaruh Penambahan NaCl, Addition, dan Faktor Air-Semen terhadap Slump Adukan Beton
Keywords:
Slump;, Concrete, NaCl, SuperplasticizerAbstract
Penelitian ini bertujuan untuk mengkaji pengaruh penggunaan air yang mengandung klorida (air PDAM yang dicampur 3% NaCl), penambahan superplasticizer, serta variasi rasio air-semen (FAS 0,40 dan 0,50) terhadap nilai slump beton segar. Metode yang digunakan adalah eksperimen laboratorium dengan pengujian slump menggunakan kerucut Abrams sesuai SNI 1972:2008. Terdapat delapan variasi campuran beton yang diuji untuk mengetahui pengaruh masing-masing variabel serta interaksinya terhadap workability beton. Hasil penelitian menunjukkan bahwa penggunaan superplasticizer secara signifikan meningkatkan nilai slump, terutama pada campuran dengan FAS 0,50, meskipun menggunakan air garam. Nilai slump tertinggi sebesar 18,7 cm diperoleh pada campuran dengan air mengandung NaCl, superplasticizer, dan FAS 0,50. Analisis ANOVA menunjukkan bahwa ketiga faktor tersebut—jenis air, penggunaan superplasticizer, dan rasio air-semen—serta interaksinya memberikan pengaruh yang signifikan terhadap nilai slump beton segar.
Downloads
References
[1] Lasino, Setiati, N. R., & Cahyadi, D. (2017). Karakteristik Beton Dengan Menggunakan Berbagai Jenis Semen (Concrete Characteristik Using Various Types of Cement). Jurnal Jalan-Jembatan, 34(1), 49–63.
[2] Zahlim, A., Bachtiar, E., & Makbul, R. (2022). Efek Curing Air Laut Terhadap Kuat Tekan Beton Mutu Tinggi Yang Menggunakan Fly Ash Sebagai Subtitusi Pasir. Borneo Engineering : Jurnal Teknik Sipil, 1(1), 1–10. https://doi.org/10.35334/be.v1i1.2161
[3] Zhang, M., Yao, Z., Gao, M., & Wang, H. (2025). The Effect of Chloride Ions Morphology on the Properties of Concrete Under Dry and Wet Conditions. Sustainability, 17(7), 2884. https://doi.org/10.3390/su17072884
[4] Neville, A. M. (2010). Properties of Concrete (5th ed.). Pearson Education Limited.
[5] Miah, M. J., Huaping, R., Paul, S. C., Babafemi, A. J., & Li, Y. (2023). Long-term strength and durability performance of eco-friendly concrete with supplementary cementitious materials. Innovative Infrastructure Solutions, 8(10), 255. https://doi.org/10.1007/s41062-023-01225-3
[6] Khayat, K. H., Morin, R., & Bissonnette, B. (2000). Self-Consolidating Concrete. ACI Materials Journal, 97(3), 346–353.
[7] Mehta, P. K., & Monteiro, P. J. M. (2014). Concrete: Microstructure, Properties, and Materials. McGraw-Hill Education. https://books.google.co.id/books?id=X84TAgAAQBAJ
[8] Yamada, K., Ogawa, S., & Hanehara, S. (2001). Controlling of the adsorption and dispersing force of polycarboxylate-type superplasticizer by sulfate ion concentration in aqueous phase. Cement and Concrete Research, 31(3), 375–383. https://doi.org/https://doi.org/10.1016/S0008-8846(00)00503-2
[9] ASTM C143/C143M-20. (2022). Metode uji slump beton semen hidraulis. Badan Standardisasi Nasional Republik Indonesia. www.bsn.go.id
[10] Puspita Sari, N., Haniza, S., & Fajar, A. (2022). Pengaruh Variasi Faktor Air Semen Terhadap Kuat Tekan dan Porositas Pada Beton Porous. Journal of Infrastructure and Civil Engineering, 2(2), 87–94. https://doi.org/10.35583/jice.v2i2.19
[11] Kalua, G., Lebang, F., & Yuniarto, E. (2023). Stabilisasi Pemanfaatan Garam Dapur (NaCl) Dan Serbuk Kaca (SiO2) Terhadap Kuat Geser Dan Kuat Tekan Bebas Tanah Lempung. Jurnal Penelitian Teknik Sipil Konsolidasi, 1(3), 173–178. https://doi.org/10.56326/jptsk.v1i3.3021
Downloads
- 2 99
Published
Issue
Section
License
Copyright (c) 2026 Yudha Rachman Winarto, Hartono Pranjoto

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
Authors who publish with this journal agree to the following terms:1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-ShareAlike 4.0 International License that allows others to share the work with an acknowledgment of the work's authorship and initial publication in journal.
2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
All articles published Open Access will be immediately and permanently free for everyone to read and download. We are continuously working with our author communities to select the best choice of license options, currently being defined for this journal as follows: Creative Commons Attribution-ShareAlike 4.0 International License