Pengaruh Penggunaan Subtitusi Pozolan Dan Penambahan Serat Karet Ban Bekas Kendaraan Terhadap Kuat Tarik Belah Beton Normal
DOI:
https://doi.org/10.55616/prince.v1i2.320Kata Kunci:
Tensile Strength, Used Vehicle Tires, Pozzolana, f’c 17 MPa, Normal ConcreteAbstrak
Used tires are one of the largest contributors to inorganic material wasted, as a result of the rapidly increasing growth of vehicles. The use of waste tires as a substitute material or as an enhancer in a concrete mixture reduces the level of environmental pollution. The quality of the plan on the concrete plan is f'c 17 MPa is the minimum requirement for structural concrete in SNI 2847-2019. This study was conducted on 20 test objects measuring 15 x 30 cm, 15 test objects using 5%, 10%, and15% used vehicle tire fiber and 10% pozzolana, while for comparison, 5 pieces of normal concrete test objects were used. The method used in this study was to use SNI 03-2491-2002, SNI 2460-2014, SNI 2847-2019, ACI 2.11.1-91, and ASTM C 618-03. The tensile strength of normal concrete is 2.44 MPa and its variations are 2.34 MPa, 2.27 MPa, and 2.23 MPa, respectively. The ratio of the tensile strength of compressive strength to the normal concrete specimens, materials, and designs and their corresponding variations is 13.34%, 19,14%, 19,19%, and 20,52%. As well as the ratio of tensile strength of split and normal concrete of 17 MPa in a row is 13.37%, 13.34%, and 13.09%.
Referensi
B. S. Nasional, “Penggunaan abu terbang dalam campuran beton sedikit semen portland,” Dinas Pekerj. Umum dan Perumah. Rakyat, no. September, 2019.
SNI 03-2834-2000, “SNI 03-2834-2000: Tata cara pembuatan rencana campuran beton normal,” Sni 03-2834-2000, pp. 1–34, 2000.
American Society for Testing and Materials, “ASTM C33- 03?: Standard Spesification for Concrete Aggregate,” ASTM Stand. B., vol. 04, pp. 1–11, 2001.
ACI Committee 211, “About drawdown drilling parameters design procedure at primary formation exposing by a horizontal wellbore,” Stand. Pract. Sel. Proportions Norm. Heavyweight, Mass Concr. (ACI 211.1-91), no. 9, pp. 120–121, 2006.
SNI 03-2491, “Metode pengujian kuat tarik belah beton,” Badan Standar Nas. Indones., p. 14, 2002.
I. Dipohusodo, “Struktur Beton Betulang,” Unknown, p. 271, 1993.
J. W. Troxell, George Earl and Davis, Harmer E and Kelly, “No Title,” Compos. Prop. Concr., 1968.
ASTM C618 - 03, “Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use West Conshohocken, PA, 2001,” Annu. B. ASTM Stand., no. C, pp. 3–6, 2010.
R. Orchard, Dennis Frank and Curran, A and Hearne, “Concrete technology-Volume 1-Properties of materials,” Irish J. Environ. Sci., 1979.
ASTM C150/C150M, “Astm C 150,” ASTM C 150/ C150M-15 Stand. Specif. Portl. Cem., vol. i, pp. 1–9, 2019, doi: 10.1520/C0150.
S. A. Nanda, D. Sarana, and M. Z. Yaqin, “Pengaruh Substitusi Pasir Pozzolan Sebagai Agregat Halus Terhadap Kuat Tekan Beton Pasca Bakar Dengan Dan Tanpa Perendaman,” Teras J., vol. 8, no. 2, p. 391, 2019, doi: 10.29103/tj.v8i2.162.
R. M. Bunyamin, Hendrifa Nesri, “Pengaruh Subtitsi cangkakang Tiram sebagai pengganti Sebahagian Semen dan Pasir Halus terhadap Kuat Tarik Belah Beton,” vol. 11, no. 2, pp. 272–281, 2021.
Hermila, D. Djamas, and H. Amir, “Pengaruh Variasi Komposisi Pasir Pozzoland dan Pasir Alam Terhadap Kuat Tekan dan Kuat Lentur Bata Ringan,” Pillar Phys., vol. 1, no. April, pp. 65–72, 2014.
M. Hady, B. Bunyamin, D. Darwin, A. Rahman, and A. Satria, “Pemanfaatan Cangkang Keong Sawah Sebagai Substitusi Sebahagian Semen Dan Agregat Halus Terhadap Kuat Tekan Beton,” J. Tek. Sipil dan Teknol. Konstr., vol. 8, no. 1, pp. 28–36, 2022.
K. D. Pratiwi, D. Widya, Z. Djauhari, and M. Olivia, “Kuat Tekan dan Porositas Mortar Sebuk Karet Pada Suhu Tinggi,” J. Rekayasa Sipil, vol. 15, no. 1, p. 57, 2019, doi: 10.25077/jrs.15.1.57-65.2019.
S. I. Yansiku, “Perilaku Kekuatan Beton dengan Partikel Gelas dan Karet Ban Bekas Sebagai Pengganti Pasir Alam,” J. Tek. Sipil dan Lingkung., vol. 3, no. 1, pp. 1–10, 2018, doi: 10.29244/jsil.3.1.1-10.
Badan Standardisasi Nasional, “Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung. SNI 03-2847-2002,” Bandung Badan Stand. Nas., p. 251, 2002.
Diterbitkan
Cara Mengutip
Terbitan
Bagian
Hak Cipta (c) 2022 PRINCE : Journal of Planning and Research in Civil Engineering
Artikel ini berlisensi Creative Commons Attribution 4.0 International License.
Ciptaan disebarluaskan di bawah Lisensi Creative Commons Atribusi 4.0 Internasional.
