PERBANDINGAN UJI KUAT TEKAN BETON MENGGUNAKAN SIRTU DAN BATU SUNGAI KAPUAS HULU DENGAN SIRTU DAN BATU SUNGAI DIPECAH

  • Fiandi Fiandi Politeknik Negeri Pontianak
  • Nizar Nizar
  • wandi wandi
Keywords: Agregat Halus (Sirtu), Agregat Kasar (Batu Sungai), Kuat Tekan, Kecamatan Mentebah

Abstract

Concrete is a composite material (mixture) of several materials whose basic binder consists of a combination
of fine aggregate, coarse aggregate, water and different additives in a particular mixture. Sand and gravel
are fillers that are used together with a binder and water to form a dense, hard mixture. Sand and gravel in
the Mentebah area, Kapuas Regency has the potential because they are easy to obtain.
This study aims to compare and determine the value of the compressive strength of concrete produced from
concrete using gravel and river stone as a substitute for fine aggregate and coarse aggregate from mentebah.
The research was conducted on cylindrical specimens measuring 30 cm high and 15 cm in diameter. The tests
carried out were testing the compressive strength of concrete at the age of 7 days and 14 days. The test results
at the age of 7 days for gravel and river stones cannot be used because they do not meet the procedures. While
the test results at the age of 14 days for gravel and river stones with sand and river stones broken have an
average compressive strength of 16 MPa and 21.75 MPa.
Keywords: Fine Aggregate (Sirtu), Coarse Aggregate (River Rock), Compressive Strength, Mentebah District

References

[1] Akbar, Nuh, dkk. 2009. Sejarah Beton dan
Perkembangannya. Depok : Universitas
Gunadarma.
[2] Husin, Sayuti. 1989. Pengantar Metodologi
Riset. Jakarta : Fajar Agung. Hal 3.
[3] Mulyono, T. 2006. Teknologi Beton. Penerbit
Andi. Yogyakarta.
[4] Tara, Raden. 2011. Pengertian Beton dan
Sejarah Beton. Depok : Academia.
[5] Tjokrodimuljo, K. 1996. Teknologi Beton.
Yogyakarta. Universitas Gadja Mada.
[6] SNI 03-1968-1990. 1990. Metode Pengujian
Tentang Analisi Saringan Agregat Halus dan
Kasar. Badan Standarisasi Nasional.
Bandung.
[7] SNI 03-1969-1990. 1990. Metode Pengujian
Berat Jenis dan Penyerapan Air Agregat
Kasar. Badan Standarisasi Nasional.
Bandung.
[8] SNI 03-1970-1990. 1990. Metode Pengujian
Berat Jenis dan Penyerapan Air Agregat
Halus. Badan Standarisasi Nasional.
Bandung.
[9] SNI 03-1970-1990. 1990. Metode Pengujian
Slump Beton. Badan Standarisasi Nasional.
Bandung.
[10] SNI 03-1970-1990. 1990. Metode Pengujian
Kadar Air Agregat. Badan Standarisasi
Nasional. Bandung.
[11] SNI 03-1973-1990. 1990. Metode Pengujian
Berat Isi Beton. Badan Standarisasi
Nasional. Bandung.
[12] SNI 03-1974-1990. 1990. Metode Pengujian
Kuat Tekan Beton. Badan Standarisasi
Nasional. Bandung.
[13] SNI 03-2834-2000. 2000. Tata Cara
Pembuatan Rencana Campuran Beton
Normal. Badan Standarisasi Nasional.
Bandung.
[14] SNI 2493 : 2011. 2011. Tata Cara
Pembuatan dan Perawatan Benda Uji Beton
di Laboratorium. Badan Standarisasi
Nasional. Bandung.
Published
2023-12-29
How to Cite
Fiandi, F., Nizar, N., & wandi, wandi. (2023). PERBANDINGAN UJI KUAT TEKAN BETON MENGGUNAKAN SIRTU DAN BATU SUNGAI KAPUAS HULU DENGAN SIRTU DAN BATU SUNGAI DIPECAH. RETENSI, 4(1), 48-52. https://doi.org/https://doi.org/10.31573/retensi.v4i1.796
Section
Articles