KAJIAN EXPERIMENTAL PENGARUH VOID AGREGAT TERHADAP PROPERTIES BETON

Mukti Agung Wibowo

doi:10.30595/civeng.v3i1.12812

Authors

Mukti Agung Wibowo Program Studi S1 Teknik Sipil Fakultas Teknik dan Sains Universitas Muhammadiyah Purwokerto

DOI:

https://doi.org/10.30595/civeng.v3i1.12812

Abstract

Campuran agregat dengan void minimal dalam perkerasan flexible memberikan distribusi beban yang baik kelapisan dibawahnya. Sehingga beban berat dapat di distribusikan dengan baik kelapisan bawahnya yang berkualitas lebih rendah. Penelitian dilakukan untuk mengetahui sejauh mana pengaruh agregat dengan void minimal pada propertis beton. Untuk komparasi propertis antara beton yang menggunakan agregat dengan void minimal terhadap beton tanpa memperhatikan void, dan beton yang menggunakan agregat dengan void maksimal digunakan acuan mix design Â Department of Environment. Pengaruh agregat dengan void minimal memberikan void beton lebihkecil, meningkatkan kuat tekan beton, dan meningkatkan kuat tarik belah betonnya dengan perbedaan yang tidak signifikan.Â

References

[1] Tri Mulyono, 2003, “Teknologi Beton”, Departemen Pendidikan Nasional ,Direktorat Jendral Pendidikan Tinggi, Jakarta

[2] Anonim, 1998, “Metode Pengujian Bobot Isi dan Rongga Udara Dalam Agregat”, SK SNI 03 – 4804 – 1998, Yayasan Penerbit Pekerjaan Umum, Jakarta

[3] I Made Agus Ariawan dan I.A Rai Widhiawati (2010 ) “ Pengaruh Gradasi Agregat Terhadap Karakteristik Campuran Laston” Jurnal Ilmiah Teknik Sipil Vol. 14, No. 2, Juli 2010.

[4] Beasman, L.E and McCuen, R.H. ( 2011) “ Estimating the Distribution of Air Void in Concrete” Civil Engineering Dimension, Vol. 13, No.1, March 2011

[5] Karthik Obla, Haejin Kim, and Colin Lobo ( 2007 ) “ Effect of Continous ( Well – Graded) Combined Aggregate Grading on Conrete Performance “ Aggregate Voids Content ( Packing Density) Project D340, May 2007.

[6] Jody Wall, P.E (2003) “ Optimized ¾ “ Gradation Lightweight Aggregate Report “ Carolina Stalite Company, January 2003.

[7] Sanchez-Leal, F.J, (2007) “ Gradation Chart for Asphalt Mixes: Development ” Journal of Materials in Civil Engineering, February 2007.

[8] ASTM C 29/C 29M – 97 ( Reapproved 2003 ) “ Standartd Test Method for Bulk Density ( “Unit Weight”) and Void in Aggregate “ ASTM International, West Conshohockhen,PA,2006, 4 pp.

[9] ASTM C 39/C 39M “ Standartd Test Method for Compressive Strength of Cylindrical Concrete Specimens “ ASTM International, West Conshohockhen,PA,2006, 7 pp.

[10] ASTM C 127 - 04 “ Standartd Test Method for Density, Relative Density ( Specific Gravity ), and Absorption of Coarse Aggregate“ ASTM International, West Conshohockhen,PA,2006, 6 pp.

[11] ASTM C 128 – 04a “ Standartd Test Method for Density, Relative Density ( Specific Gravity ), and Absorption of Fine Aggregate“ ASTM International, West Conshohockhen,PA,2006, 6 pp.

[12] ASTM C 136-06 “ Standartd Test Method for Sieve Analysis of Fine and Coarse Aggregates “ ASTM International, West Conshohockhen,PA,2006, 5 pp.

[13] ASTM C 642 - 97 “ Standartd Test Method for Density, Absorption, and Void in Hardened Concrete “ ASTM International, West Conshohockhen,PA,2006, 3 pp.

[14] Departemen Pekerjaan Umum.LPMB, “ Tata Cara Pembuatan Campuran Beton Normal “. SK SNI T–15–1990-03

[15] J. Francis Young, David Darwin, Mindess Sidney, “ Concrete “, United States of America, 2002.