Studi Eksperimental Pengaruh Substitusi Sebagian Agregat Kasar Dengan Recycled Coarse Aggregate (RCA) Terhadap Kuat Tekan Dan Kuat Tarik Belah Beton Mutu Normal

Authors

  • Yoleta Tri Putri Lampung University
  • Laksmi Irianti Lampung University
  • Surya Sebayang Lampung University
  • Vera Agustriana Noorhidana Lampung University

DOI:

https://doi.org/10.23960/jrsdd.v10i3.2618

Abstract Views: 130 File Views: 66 File Views: 0

Abstract

The availability of crude aggregates on the market is increasing, and the greater waste of the construction industry is concrete, one of which is testing Laboratory Materials and Construction, Engineering Faculty, Lampung University. Research is required to identify the compressive strength value, split tensile strength value, volume weight and the effect of the age correction factor of concrete when partial replacement of coarse aggregate with Recycle Coarse Aggregate (RCA) has a design compressive strength of 25 Mpa and the test object is a cylinder with a 150x300mm.Based on the analysis of research data, it was found that from each factor of concrete age 7, 14 and 28 days as well as variations in partial substitution of coarse aggregate with a content of 25%, 50% and 100% RCA experienced a decrease in the value of the compressive strength and split tensile strength of concrete at each test age compared to the content of the concrete 0% RCA. For compressive strength values with average values at the age of RCA content respectively 0%, 25%, 50% and 100%, namely the age of 7 days 23,03 MPa, 22,57 MPa, 18,63 MPa and 16,71 MPa, 14 days 28,29 MPa, 28,11 MPa, 27,48 MPa and 21,79 MPa and 28 days 28,53 MPa, 28,16 MPa, 27,90 MPa and 27,74 MPa. For the value of the split tensile strength of concrete with an average value at the age of RCA content of 0%, 25%, 50% and 100%, namely the age of 7 days is 2,40 MPa, 2,27 MPa, 2,09 MPa and 1,79 MPa, at 14 days 2,71 MPa, 2,67 MPa, 2,49 MPa and 1,92 MPa and at 28 days 2,81 MPa, 2,78 MPa, 2,72 MPa and 2,48 Mpa.

Downloads

Download data is not yet available.

References

ACI:211-1, 1991. Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. USA.

ASTM C33, 2010. Standard Spedification for Concrete Aggregates. USA.

Redianto, M., Arifi, E., dan Waluyohadi, I., 2018. Pengaruh Penggunaan Superplasticizer Terhadap Keausan Beton Porous yang Menggunakan RCA (Recycle Coarse Aggregate). Jurnal Mahasiswa Jurusan Teknik Sipil, 1 (2), 1–9.

SNI:03-2491, 2014. Metode Uji Kekuatan Tarik Belah Spesimen Beton Silinder Standard Test Method for Splitting Tensile Strength of. Jakarta: Badan Standardisasi Nasional.

SNI:03-2834, 2002. Tata Cara Pembuatan Rencana Campuran Beton Normal. Jakarta: Badan Standardisasi Nasional.

SNI:03-6805, 2002. Metode Pengujian Untuk Mengukur Nilai Kuat Tekan Beton Pada Umur Awal dan Memproyeksikan Kekuatan Pada Umur Berikutnya. Jakarta: Badan Standardisasi Nasional.

SNI:03-6820, 2002. Spesifikasi Agregat Halus Untuk Pekerjaan Adukan dan Plesteran Dengan Bahan Dasar Semen. Jakarta: Badan Standardisasi Nasional.

SNI:1974, 2011. Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder. Jakarta: Badan Standardisasi Nasional.

SNI:2847, 2019. Persyaratan Beton Struktural untuk Bangunan Gedung dan Penjelasan. Jakarta: Badan Standardisasi Nasional.

SNI:7064, 2014. Semen Portland Komposit. Jakarta: Badan Standardisasi Nasional.

SNI:7974, 2013. Spesifikasi air pencampur yang digunakan dalam produksi beton semen hidraulis. Jakarta: Badan Standardisasi Nasional.

Yusra, A., Opirina, L. dan Irwansyah, 2019. Pengaruh Subtitusi Agregat Buatan (Beton DaurUlang) Terhadap Kuat Tekan Beton Normal. Jurnal Teknik Sipil Universitas Teuku Umar, 5 (1), 1–12.

Downloads

Published

2023-01-09

How to Cite

Putri, Y. T., Irianti, L., Sebayang, S., & Noorhidana, V. A. (2023). Studi Eksperimental Pengaruh Substitusi Sebagian Agregat Kasar Dengan Recycled Coarse Aggregate (RCA) Terhadap Kuat Tekan Dan Kuat Tarik Belah Beton Mutu Normal. Jurnal Rekayasa Sipil Dan Desain, 10(3), Hal. 407 – 422. https://doi.org/10.23960/jrsdd.v10i3.2618

Issue

Section

Makalah Ilmiah Edisi September 2022