Parameters of Compressive Strength of PCC Consequence Concrete the Difference in Curing Time and Specimen Shape

Authors

Syahrul Sariman , Arman Setiawan , Ridwan

DOI:

10.29303/jppipa.v9i2.2751

Published:

2023-02-28

Issue:

Vol. 9 No. 2 (2023): February

Keywords:

Form factor, Test object age factor, PCC cement concrete

Research Articles

Downloads

How to Cite

Sariman, S., Setiawan, A. ., & Ridwan, R. (2023). Parameters of Compressive Strength of PCC Consequence Concrete the Difference in Curing Time and Specimen Shape. Jurnal Penelitian Pendidikan IPA, 9(2), 660–665. https://doi.org/10.29303/jppipa.v9i2.2751
Crossref
Scopus
Google Scholar
Europe PMC

Downloads

Metrics

PDF views
151
Feb 28 '23Mar 01 '23Mar 04 '23Mar 07 '23Mar 10 '23Mar 13 '23Mar 16 '23Mar 19 '23Mar 22 '23Mar 25 '23Mar 28 '234.0
|

Abstract

The strength of concrete is determined by its compressive strength. SNI 2847-2013 has determined that the compressive strength of concrete is obtained by using a cylindrical specimen with a diameter of 15 and a height of 30 cm (C.15) or a diameter of 10 cm and a height of 20 cm (C.10) at 28 days of age. The problem commonly encountered in the field is how to estimate the acceptable compressive strength of concrete if it has not reached the age of 28 days and with specimens that do not meet the standards set out in SNI. This study aims to obtain a correction factor for the age and shape of the test object when using a cube measuring 15x15x15 cm (K.15) and not yet reaching the age of 28 days using Portland Composite Cement (PCC). Concrete is cast using 4 forms of mold namely K15, K20, C10, and C15. Then cured until the age of 7, 14, and 28 days. At each immersion age, the compressive strength of the concrete was tested for each of the 3 specimens. The results showed that the average age factor was 0.59, 0.81, and 1 at 7, 14, and 28 days of age. While the form factor of the test object against the standard K15 form shows a value of 0.950 for K20, 1.028 for C10, and 0.813 for the C15 test object

References

Abdulla, N. A. (2022). Assessment of Key Parameters Affecting Compressive Behavior of Upvc-Confined Concrete. Journal of Civil Engineering and Construction, 11(2), 89–103. https://doi.org/10.32732/Jcec.2022.11.2.89

Doda, N. (2015). Uji Karakteristik Beton Terhadap Perlakuan Pencampuran Spesi Yang Didapatkan Dengan Yang Tidak Didapatkan. RADIAL: Jurnal Peradaban Sains, Rekayasa Dan Teknologi, 3(2), 154–163. https://doi.org/10.37971/radial.v3i2.76

Hadi, S. (2020). Analisis Jenis Pasir Terhadap Kuat Tekan Beton. Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil, 3(2), 146. https://doi.org/10.31602/Jk.V3i2.4075

Hashempour, H., Atashgah, K. M., & Rezaei, M. K. (2014). The Impact of Materials Cost on The Weight of Concrete Buildings. International Journal of Scientific & Engineering Research, 5(9). https://www.ijser.org/paper/The-impact-of-materials-cost-on-the-weight-of-concrete-buildings.html

Jin, H. (2017). Late-Age Properties of Concrete With Different Binders Cured Under 45°C At Early Ages. Advances in Materials Science And Engineering, 1–13. https://doi.org/10.1155/2017/8425718

Khunt, Y., Khamar, N., Nathwani, V., Joshi, T., & Dave, U. (2022). Investigation on Mechanical Parameters Of Concrete Having Sustainable Materials. Materials Today: Proceedings, 66, 2292–2297. https://doi.org/10.1016/J.Matpr.2022.06.225

Kumar, D. S. (2022). Evaluation of Strength Parameters of Pcc And Hybrid Frc. International Journal For Research In Applied Science and Engineering Technology, 10(7), 3073–3081. https://doi.org/10.22214/Ijraset.2022.45650

Maldonado Bandala, E. E., Cabrera Luna, K., Escalante García, J. I., & Nieves Mendoza, D. (2018). Resistance to Compression and Microstructure Of Concrete Manufactured With Supersulfated Cements-Based Materials Of Volcanic Origin Exposed To A Sulphate Environment. Revista Alconpat, 9(1), 106–116. https://doi.org/10.21041/Ra.V9i1.374

Mazumder, A. F., Attanayake, U., & Berke, N. S. (2020). Performance-Based Approach for Deciding Concrete Age for Healer Sealer Application On New Concrete. Transportation Research Record: Journal of The Transportation Research Board, 2674(7), 431–441. https://doi.org/10.1177/0361198120923363

Mohammed Redha, A. E. (2019). Evaluation and Analysis of Lightweight Concrete (Lwc. Manufacturing and Applications. Journal of Engineering and Applied Sciences, 14(2), 5585–5591. https://doi.org/10.36478/Jeasci.2019.5585.5591

Mulyadi, A., Suanto, P., & Ferdinan, F. (2021). Analisis Kuat Tekan Mutu Beton K.200 Memakai Limbah Pecahan Genteng Beton Sebagai Pengganti Agregat Kasar. Jurnal Teknik Sipil, 11(1), 1–13. https://doi.org/10.36546/Tekniksipil.V11i1.466

Nasrulloh, M., & Kurniawan, A. M. (2018). Perbandingan Variasi Agregat Halus Yang Berasal Dari Gunung Kelud, Kali Putih, Dan Sungai Brantas Terhadap Kuat Tekan Beton. Jurnal Qua Teknika, 8(1), 32–41. https://doi.org/10.35457/quateknika.v8i1.364

Novianto, H., Widodo, S., & Kadarini, S. N. (2020). Karakteristik Beton Silinder Pada Perkerasan Kaku Dengan Dimensi Benda Uji Terhadap Kuat Tekan. JeLAST : Jurnal PWK, Laut, Sipil, Tambang, 7(3). https://doi.org/10.26418/jelast.v7i3.50191

Polii, R. A., Sumajouw, M. D. J., & Windah, R. S. (2015). Kuat Tekan Beton Dengan Variasi Agregat Yang Berasal Dari Beberapa Tempat Di Sulawesi Utara. Jurnal Sipil Statik, 3(3), 206–211. https://ejournal.unsrat.ac.id/index.php/jss/article/view/8159

Polytechnic, B. S., Intara, I. W., & Sutapa, I. K. (2018). Age and Compressive Strength of Concrete From Various Brands of Portland Composite Cement (Pcc. Logic Jurnal Rancang Bangun Dan Teknologi, 18(2), 72–79. https://doi.org/10.31940/Logic.V18i2.974

Pratama, E., & Hisyam, E. S. (2016). Kajian kuat Tekan dan kuat tarik belah beton kertas (papercrete) dengan bahan tambah serat nylon. Jurnal Fropil, 4(1), 27–39. https://doi.org/10.33019/fropil.v4i1.1235

Sulianti, I., Amiruddin, Shaputra, R., & Daryoko. (2018). Analisis Pengaruh Besar Butiran Agregat Kasar Terhadap Kuat Tekan Beton Normal. Forum Mekanika, 7(1), 35–42. https://doi.org/10.33322/forummekanika.v7i1.87

Supriadi, S., & Dewi, S. H. (2017). Perbandingan Kuat Tekan Beton Dengan Menggunakan 4 Cara Perawatan. Jurnal Saintis, 17(2), 58–65. https://journal.uir.ac.id/index.php/saintis/article/view/2199

Suryani, A., Dewi, S. H., & Harmiyati, H. (2018). Korelasi Kuat Lentur Beton Dengan Kuat Tekan Beton: The Correlation Of Bending Strenght And Compressive Strength Of Concrete. Jurnal Saintis, 18(2), 43–54. https://doi.org/10.25299/Saintis.2018.Vol18(2).3150

Talinusa, O. G., Tenda, R., & Tamboto, W. J. (2014). Pengaruh Dimensi Benda Uji Terhadap Kuat Tekan Beton. Jurnal Sipil Statik, 2(7), 344–351. https://ejournal.unsrat.ac.id/index.php/jss/article/view/6005

Tomayahu, Y. (2016). Analisa Agregat Terhadap Kuat Tekan Beton Pada Pembangunan Jalan Isimu-Paguyaman. RADIAL, 4(2). https://doi.org/10.37971/radial.v4i2.132

Tumingan, T., Tjaronge, M. W., Sampebulu, V., & Djamaluddin, R. (2017). Compression Strength Concrete With Pond Ash Lati Berau. Iptek Journal Of Proceedings Series, 0(1), 110. https://doi.org/10.12962/J23546026.Y2017i1.2202

Wardi, S., & Dinul Rahmi, D. (2022). Pengaruh Penggunaan Agregat Kasar Dan Halus Dari Quarry Siulak Deras Dan Quarry Sungai Rumpun Di Kabupaten Kerinci Terhadap Kuat Tekan Beton Normal. Insologi: Jurnal Sains Dan Teknologi, 1(3), 155–162. https://doi.org/10.55123/Insologi.V1i3.315

Widodo, A., & Basith, M. A. (2017). Analisis Kuat Tekan Beton Dengan Penambahan Serat Rooving Pada Beton Non Pasir. Jurnal Teknik Sipil Dan Perencanaan, 19(2), 115–120. https://doi.org/10.15294/Jtsp.V19i2.12138

Xue, W., Zhang, H., Li, H., & Xu, W. (2021). Effect Of Early Age Loading On The Subsequent Mechanical And Permeability Properties Of Concrete And Its Mechanism Analysis. Journal Of Materials Research And Technology, 14, 1208–1221. https://doi.org/10.1016/J.Jmrt.2021.07.051

Author Biographies

Syahrul Sariman, Universitas Bosowa, Makasar

Department of Civil Engineering, Faculty of Engineering

Arman Setiawan, Universitas Bosowa, Makasar

Department of Civil Engineering, Faculty of Engineering

Ridwan, Studennt of Department of Civil Engineering, Faculty of Engineering

Student of the Department of Civil Engineering, Faculty of Engineering

License

Copyright (c) 2023 Syahrul Sariman, Arman Setiawan, Ridwan

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

Authors who publish with Jurnal Penelitian Pendidikan IPA, 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 4.0 International License (CC-BY License). This license allows authors to use all articles, data sets, graphics, and appendices in data mining applications, search engines, web sites, blogs, and other platforms by providing an appropriate reference. The journal allows the author(s) to hold the copyright without restrictions and will retain publishing rights without restrictions.
  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 Jurnal Penelitian Pendidikan IPA.
  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).