The influence of balinese black rock ash on the compressive strength of concrete | [ARPN Journal of Engineering and Applied Sciences • 2025]

Author(s):

1. I. Gusti Made Sudika: Department of Civil Engineering, Faculty of Engineering,Universitas Ngurah Rai, Bali,Indonesia

2. Ni Kadek Astariani: Department of Civil Engineering, Faculty of Engineering,Universitas Ngurah Rai, Bali,Indonesia

3. Luh Rista Pianingsih: Department of Civil Engineering, Faculty of Engineering,Universitas Ngurah Rai, Bali,Indonesia

4. Syaiful Syaiful: Department of Civil Engineering, Faculty of Engineering and Science,Universitas Ibn Khaldun Bogor,Indonesia

Abstract:

Concrete is widely used as a structural material, and it is currently being experimented with to improve its quality. Concrete is made from a mixture of Portland cement or other hydraulic cement, coarse aggregate, fine aggregate, and water with or without the use of additives. Balinese Rock Ash (BRA) has a chemical composition such as SiO2 of 62, 83%, Al2O3 of 13, 59%, CaO of 8, 13%, MgO of 3, 36%, Na2O of 3, 56%, K2O of 2, 39% and Fe2O3 of 5%. BRA stone waste is one of the wastes from the processing of traditional building ornaments. The resulting waste ranges from 2% - 3% of 1 m3 of natural stone. Currently, this waste has not been managed properly and is usually allowed to accumulate around work areas or vacant land, thus potentially causing environmental disturbances. The purpose of this study was to determine the effect of utilizing BRA as a mineral additive on the compressive strength of normal concrete. The results of the regression analysis show that the optimum compressive strength value occurs at the percentage addition of BRA as much as 8.65% resulting in compressive strength of 21, 46 MPa at 14 days of age, the percentage of addition of BRA as much as 7, 50% produces a compressive strength of 22, 08 MPa at 28 days of age, the percentage of addition of BRA of 7, 64% produces a compressive strength of 22, 19 MPa at 42 days of age and the percentage of addition of BRA of 7, 90% produces a compressive strength of 22, 48 MPa at 56 days.

Page(s): 502-507

DOI: DOI not available

Published: Journal: ARPN Journal of Engineering and Applied Sciences, Volume: 20, Issue: 9, Year: 2025

Keywords:

concrete , compressive strength , filler , balinese black rock

References:

[1] .2011 .ACI committee 318, Requirements for Structural Commentary (ACI 318M-. , : .

[2] . .Persyaratan beton struktural untuk bangunan gedung. [2] 2013. SNI 03-2847, : .

[3] Surendra B. V.,Rajendra T. N. .2016 .An Experimental Investigation on Strength Properties of Concrete with Partial Replacement of Cement by Fly Ash and Metakaolin & with M. Sand as Fine Aggregate. , 12(8) : 2150-2153.

[4] Barbuta M.,Diaconu D.,Serbanoiu A. A.,Burlacu A.,Timu A.,Gradinaru C. M. .2017 .Effects of Tire Wastes on the Mechanical Properties of Concrete. , 02 : 346-350.

[5] Güneyisi E.,Gesoğlu M.,Al-Rawi S.,Mermerdaş K. .2014 .Effect of volcanic pumice ash on the fresh properties of self-compacting concretes with and without silica fume. Mater, 47(11) : 1857-1865.

[6] K. M. Liew A. O.,Sojobi L. W.,Zhang L. W. .2017 .Green concrete: Prospects and challenges. Constr. Build. Mater, 09 : 1063-1095.

[7] Hafez E.,Elyamany A. E. M. A.,Elmoaty B.,Mohamed B. .2014 .Effect of filler types on physical, mechanical, and microstructure of self-compacting concrete and flow-able concretes. Alexandria Eng. J., 53 : 295-307.

[8] Widodo S.,Santosa A.,Pusoko P. .2006 .Pemanfaatan Limbah Abu Batu Sebagai Bahan Pengisi dalam Produksi Self-Compacting Concrete. INERSIA lNformasi dan Ekspose Has. Ris. Tek. SIpil dan Arsit, 2(2) : 39-46.

[9] Sunaryo G. .2007 .Rancangan Campuran Batu Padas Buatan Jenis Kelating dengan Memanfaatkan Limbah Batu Black rock. Denpasar: Magister Teknik Sipil Universitas Udayana., : .

[10] Intara I. W.,I. M. Alit K. Salain N. M. Anom,Wiryasa N. M. Anom .2013 .Penggunaan Serbuk Batu Tabas Sebagai Pengganti Sebagian Semen Dalam. , : .

[11] Binici H.,Yardim Y.,Aksogan O.,Resatoglu R.,Dincer A.,Karrpuz A. .2019 .Durability properties of concretes made with sand and cement size basalt. Sustain. Mater. Technol., 23 : .

[12] Astariani N. K.,Salain I. M. A. K.,Sutarja I. N.,Widiarsa and I. B. R. .2021 .Mechanical properties and microstructure of geopolymer binder based on umeanyar slatestone ash. Civ. Eng. Archit., 090604(6) : 1698-1716.

[13] U. N. F E. E. S,,E. C. C. E. E. S .2015 .Journal of Sustainable Development Studies Investigation of the Effect of Bamboo Leaf Ash Blended Cement on Engineering Properties of Lateritic Blocks. , 8(1) : 193-208.

[14] Astariani N. K.,Salain I. M. A. K.,Sutarja I. N.,Widiarsa and I. B. R. .2021 .Setting the time of the geopolymer binder based on Umeanyar slate stone ash. IOP Conf. Ser.. Earth Environ. Sci., 871(1) : 1755.

[15] Domanskaya I. K.,Gerasimova E. S. .2018 .Portland cement with mineral fillers and polymer additives. Solid State Phenom., 284 : 1063-1068.

[16] I. M. A. K. Salain Y.,Ciawi M.,Nadiasa A. A. G.,Sutapa A. A. G. . .Performance of Black Stone Waste as Coarse Aggregate in Concrete Production. Int. J. Eng. Technol., 11(1) : 1-5.

[17] Triswandana I. W. G. E.,Aryastana P.,Winata C. .2021 .The Utilization of Tabas Stone Waste as an Alternative Material to Replace Partial Cement and. , 8(12) : 143-151.

[18] Syaiful S.,Rusfana H. .2022 .Rigid Pavement Planning in Traffic: Case Study in Ciherang Road and Pemuda Road, Bogor Regency, Indonesia. Journal of Applied Engineering Science, 20(2) : 485-497.

[19] Lasmana S. Syaiful L. .2020 .A Study on the Level of Railway Road Damage with Sustainable PCI Method. ARPN Journal of Engineering and Applied Sciences, 15(8) : 962-968.

Citations

Downloads

Views