Analysis of The Compressive Strength of K 225 Concrete Using Palm Oil Shell Waste as A Particular Replacement of Coarse Aggregates High School Of Indragiri Rengat Technology
Abstract
Sand, coarse aggregate, and fine aggregate make up the building material known as concrete. Cement and water are used to bind these components together. The production of building construction is the typical application for using concrete (Atamini & Moestafa, 2018). In this study, researchers used a combination of 1%, 3%, and 5% shells from palms at ages 7, 14, and 21 days to measure the compressive strength of concrete using quality K-225. Concrete that is 21 days old or older because, according to PBI 1974, the strength of concrete is nearly 100% at this age. According to the results of the compressive strength test, the compressive strength of the 1% concrete mixture after 21 days was 238.40 kg/cm 2, the compressive strength of the 3% mixture after 21 days was 236.58 kg/cm 2, and the compressive strength of the 5% mixture after 21 days was 219.44 kg/cm 2. The inclusion of palm shells for quality K-225 can be employed at a mixture of 1% to 3% to obtain the required compressive strength, as can be observed from numerous modifications in the percentage of the combination.
Keywords : compressive strength, aggregate, palm shell
Downloads
References
Marpaung Raja., Flaviana Lina., Effect of Palm Shell Waste on Concrete Compressive Strength. civil engineering journal, volume 7, No. 2, September 2012. ISSN:19076975.
Haniza Sjelly., Hamidi Ahmad., Analysis of Changes in the Compressive Strength Characteristics of K200 Concrete Using Palm Shell as a Partial Substitute for Coarse Aggregate. Civil Engineering Study Program at the Pekan Baru High School of Technology, volume 5 No 2. March 2017.
Hidayat Arifal., Ariyanto Anton., Increasing Strength through the Addition of Palm Shells to Structural Lightweight Concrete as Coarse Aggregate . Pengaraian Sand University. vol 11 No.1 January 2019.
Oktarina Devi., Natalina., Use of Palm Shells for Lightweight Concrete Bricks. Civil Engineering Study Program, Faculty of Engineering, Malahayati University, Environmental Engineering Study Program, Faculty of Engineering, Malahayati University, Vol 2 No 1, January 2018.
Alkhaly YR, Nazar M., Non-sand Concrete with Palm Shell Aggregate. Department of Civil Engineering, Faculty of Engineering, Malikussaleh University, Vol 3, No.1, March 2013. ISSN 2088 - 0561.
SNI 03-3423-1994. (2018). How to test the analysis of soil grain size. National Standardization Body, 20(2).
SNI 03-6819-2002. (2002). Specifications for Fine Aggregates for Asphalt Pavement Mixtures. National Standardization Body (BSN), 4, 1–2.
SNI 15-2049-2004. (2004). Portland cement. Indonesian National Standardization Body, 1–128.
SNI 15-7064-2004. (2004). Composite Portland Cement. Indonesian National Standardization Body, 32(5), 20–21.
Supriyanto, Hidayat, A., & Ariyanto, A. (2015). Effect of Palm Shell Addition on Concrete Compressive Strength F'c 30 Mpa.
Santoso, HT (2020). The Use of Foam CSS-Mortar as an Alternative to Choosing the Type of Flyover Construction on Construction Costs . 8 (85), 87–98.
Directorate General of Agriculture. (2019a). Oil Palm Area by Province in Indonesia
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Sri Agustin, Sri Agustin, Lisa Trisnawati

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Copyright @2022. This is an open-access article distributed under the terms of the Creative Commons Attribution-ShareAlike 4.0 International License (https://creativecommons.org/licenses/by-sa/4.0/) which permits unrestricted commercial used, distribution and reproduction in any medium
JRSET is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.