The Use of Fly Ash as Additive Material to High Strength Concrete

Endah Kanti Pangestuti(1), Sri Handayani(2), Mego Purnomo(3), Desi Christine Silitonga(4), M. Hilmy Fathoni(5),


(1) Jurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANG
(2) Jurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANG
(3) Jurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANG
(4) Jurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANG
(5) Jurusan Teknik Sipil, Fakultas Teknik, UNIVERSITAS NEGERI SEMARANG

Abstract

Abstract. The use of coal waste (Fly Ash) is currently being developed in building materials technology, as a high-strength concrete mix material. This study aims to determine the strength of concrete by adding fly ash as a substitute for cement in high-strength concrete mixtures. This research was conducted with an experimental method to obtain results and data that would confirm the variables studied. The total number of specimens used in this study were 36 pieces with different sizes of cube tests which were 15 cm x 15 cm x 15 cm. A total of 36 concrete samples were used to test the compressive strength of concrete with a percentage of Fly Ash in  0% (normal concrete), 20%, 25% and 30% with a concrete treatment age of 7 days, 21 days and 28 days. A total of 12 more samples were used to test water absorption in concrete at 28 days of maintenance. Each percentage percentage of Fly Ash uses 3 concrete test samples. The increase in compressive strength occurs at 7, 21 and 28 days in concrete. However, the compressive strength of concrete produced by concrete using the percentage of Fly Ash is always lower than the value of normal concrete compressive strength. From testing the compressive strength of concrete at 28 days of treatment with content of 0%, 20%, 25% and 30% Fly Ash obtained results of 45.87 MPa, 42.67 MPa, 40.89 MPa, and 35.27 MPa respectively

Keywords

fly ash;high-strength concrete;compressive strength

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References

Supartono, FX, Mengenal dan Mengetahui Permasalahan pada Produksi Beton Berkinerja Tinggi, artikel ilmiah, UI, Jakarta 1998.

Tjokrodimuljo, Kardiono. Teknologi Beton. Yogyakarta: Biro Penerbit KMTS FT UGM. 2007.

American Concrete Institute, ACI Manual of Concrete Practice 1999 Part 1 : Material and General Properties of Concrete , ACI International. Farmington Hill.1999.

Mardiono. Effect Of The Use Of Fly Ash Concrete In High Quality, Jurnal Ilmiah Desain dan Konstruksi Vol 9, No 1 (2010). Universitas Gunadarma Jakarta, Jakarta. 2010.

Hidayat, S. Y. Penelitian Pendahuluan Pemanfaatan Abu Terbang (Fly Ash) untuk Campuran Beton di Indonesia. Jakarta: Jurnal Litbang Vol. III No. 4-5 April dan Mei 1986.

Antoni dan Nugraha, P. Teknologi Beton. , C.V Andi Offset, Yogyakarta. 2007.

Suhud, Ridwan. Beton Mutu Tinggi. Jurnal Penelitian Pemukiman Vol. 14 No. 7-8 Juli-Agustus 1993

Surya Sebayang, Pengaruh Kadar Abu Terbang Terhadap Kuat Tekan Beton alir Mutu Tinggi, Jurnal Penelitian Rekayasa Sipil dan Perencanaan, Edisi VI. 2002.

Standar Nasional Indonesia (SNI). Tata Cara Perencanaan Campuran Tinggi Dengan Semen Portland Dengan Abu terbang. SNI 03-6468-2000. Badan Standardisasi Nasional. 2000.

Rommel, Erwin. Kurniawati, Dini. dan Arman Putra. Improvement of The Physical Properties and Reactivity of Fly Ash As Cementitious On Concrete. Jurnal media Teknik Sipil, No12, vol 2, hal 111-118, Agustus 2014

Standar Nasional Indonesia (SNI). Metode Pengujian Kuat Tekan Beton. ICS 91.100.30. Badan Standarisasi Nasional. 1990

Standar Nasional Indonesia (SNI). Tata Cara Perencanaan Campuran Tinggi Dengan Semen Portland Dengan Abu terbang. SNI 03-6468-2000. Badan Standardisasi Nasional. 2000.

Ratmaya, Urip.2003. Teknologi Semen dan Beton: Fly Ash, Mengapa Seharusnya Dipakai pada Beton. Gresik: PT. Semen Gresik Indonesia dan PT. Varia Usaha Beton

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