Pengaruh Modulus Kehalusan Terhadap Kuat Tekan Beton

Authors

  • Gatot Hariyanto Program Magister Teknik Sipil Fakultas Teknik Universitas Muslim Indonesia Author
  • Hanafi Ashad Program Studi Teknik Sipil Universitas Muslim Indonesia Author
  • Andi Alifuddin Program Studi Teknik Sipil Universitas Muslim Indonesia Author

DOI:

https://doi.org/10.33096/224te651

Keywords:

kuat tekan, modulus kehalusan, agregat

Abstract

Kekuatan beton ditentukan dari pencampuran aggregat kasar dan aggregat halus, semen serta air, dengan atau tanpa bahan tambah (admixtures). Pada umumnya aggregat menempati  60% - 75% dari volume beton atau 70% - 80% dari berat beton (Kosmatka and Wilson, 2011). Arah dari Riset ini yaitu [1] Menentukan perilaku modulus kehalusan agregat terhadap kekuatan beton. [2] Mengetahui bentuk persamaan modulus kehalusan aggregat terhadap kekuatan beton. Dari hasil penelitian yang dilakukan disimpulkan : [1] Modulus kehalusan memiliki pengaruh terhadap peningkatan kuat tekan beton, dimana nilai kuat tekan beton dari 4 (empat) variasi modulus kehalusan menunjukkan perbedaan pada 28 hari untuk kekuatan tekan beton, dimana kekuatan beton sudah stabil. [2] Korelasi hubungan nilai kuat tekan terhadap modulus kehalusan dari hasil analisis perhitungan didapatkan persamaan dari grafik polinimial dengan persamaan Y = -6,1925X2 + 33,142X – 18,815.

References

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Published

2021-10-31

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