THE INFLUENCE OF AGGREGATE SIZE AND COMPACTION ON VOID CONTENT AND COMPRESSIVE STRENGTH OF PREVIOUS CONCRETE

Ing Cahya Powerija, Erwin Sutandar, Asep Supriyadi

Abstract


Pervious concrete is one of the alternatives to prevent flooding during the rainy season. Because of the large number of pores produced by the absence or use of fine aggregate in its production, previous concrete has a poor compressive strength. This study focuses on the size and manner of compaction of coarse aggregates to boost the compressive strength of previous concrete. It is essential to address the void content in this process. The research started by analyzing the materials used to make the previous concrete mix. The next step was to determine the void content, plan the mix design, make the mix, treat the concrete, and finally test it using various methods such as volume weight, compressive strength, porosity, and permeability tests. Research shows that a three-layer perforated variation on a 0.5/0.5 cm coarse aggregate with a compressive strength of 21.04 MPa, volume weight of 1896.674 kg/m3, permeability of 0.597 cm/s, and porosity of 16.232% yields the best results. Although 24 MPa was the intended compressive strength, previous concrete fell short due to the paste content used in the compaction method. In addition, the volume weight is lighter than the plan, and the permeability and porosity are more significant than the plan. The relationship between aggregate size and compaction method is based on the graph of the effect of void content and paste content, which shows that the greater the paste content, the smaller the void content produced.


Keywords


Pervious concrete, Aggregate size, Compaction, Compressive strength, Void Content

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References


American Concrete Institute. (2010). ACI 522R-10, Report on Pervious Concrete. United States: ACI Committee.

Ardiwinata, Y., (2015). Studi Pengaruh Tiga Metode Pemadatan Beton Segar Terhadap Kuat Tekan dan Segregasi Beton dengan Mutu Beton K-300. Universitas Sriwijaya.

Badan Standarisasi Nasional. 2015. SNI 2049:2015. Semen Portland. Jakarta: Departemen Pekerjaan Umum.

Badan Standarisasi Nasional. 2019. SNI 2847-2019. Persyaratan Beton Struktural Untuk Bangunan Gedung. Jakarta: Departemen Pekerjaan Umum.

Bonicelli, A., Crispino, M., Giustozzi F, Shink M (2016). Laboratory Analysis for Investigating the Impact of Compaction on the Properties of Pervious Concrete Mixtures for Road Pavements. Adv Mater Res 723:409-419.

Chandrappa, A.K., Biligiri K.P., (2016). Comprehensive Investigation Of Special Permeability Characteristics of Pervious Concrete: A Hydrodynamic Approach. Constr Build Mater 42:97-104.

Salim, D., Sutandar, E., Supriyadi, A (2023). Experimental Study Of The Effect Of Coarse Aggregate Fine Modulus (MHB) On The Physical And Mechanical Properties Of Pervious Concrete, IJAEM 3, Issn 2395-5252, Volume 5, Issue 11.

Ginting, A., (2015). Pengaruh Rasio Agregat Semen dan Faktor Air Semen terhadap Kuat Tekan dan Porositas Beton Porous, Jurnal Teknik, Volume 5, Nomor 1, Fakultas Teknik, Universitas Janabadra, Yogyakarta.

Ginting, A., Latuan, R.L., Samun, L (2018). Perbedaan Kuat Tekan Dan Porositas Beton Porous Akibat Pemadatan, Jurnal Rancang Bangun Teknik Sipil, Volume 3, Nomor 1, Fakultas Teknik, Universitas Janabadra, Yogyakarta.

Indrayadi., Sutandar, E., Supriyadi, A., Salim, D., & Elizabet (2021). Beton Berpori Precast, Jurnal Teknik Sipil, Issn 14123573, Volume 21, no 2.

Nabila, L., Supriyadi, A ., Sutandar, E (2023). Experimental Study On Increasing The Characteristics Of Porous Concrete With The Addition Of Silica Fume, SCIREA Journal, Volume 8, Issue 4, August 2023.

Mahdiana, N., Arifi, E., Wisnumulti., & Firdausy, A.I (2018). Pengaruh Void Ratio Dan Permeabilitas Beton Terhadap Kuat Tekan Beton Porous Dengan RCA, Rekayasa Sipil, Issn 1978-5658, Volume 12, no 2.

Megasari, S.W., Yanti, G., & Zainuri (2020). Hubungan Karakteristik Beton Porous Dengan Variasi Komposisi Agregat Kasar, Prosiding Seminar Nasional Pakar, Issn 2615-3343.

Salim, D., Sutandar, E., Supriyadi, A (2023). Experimental Study Of The Effect Of Coarse Aggregate Fine Modulus (MHB) On The Physical And Mechanical Properties Of Pervious Concrete, IJAEM 3, Issn 2395-5252, Volume 5, Issue 11.

Sahdeo, S.K., Chandrappa, A., & Biligiti, K.P. (2014). New Approach to Proportion Pervious Concrete. Constr Build Mater 62:38-46.

Sahdeo, S.K., Chandrappa, A., & Biligiti, K.P. (2021). Effect Of Compaction Type and Compaction Efforts on Structural and Functional Properties of Pervious Concrete, Original Article. Transportation in Developing Economies.

Sutandar, E., & Supriyadi, A. (2023). The porous Concrete For Rigid Pavement, Civil and Environmental Engineering, Vol. 19, Issue 1, 48-58.




DOI: https://doi.org/10.26418/jts.v24i2.78762

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