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Submitted
January 24, 2019
Accepted
January 24, 2019
Published
January 28, 2019
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Abstract

Paving block is used to fill the needs of surface pavement. This research uses waste of sea shell ash and fly ash as cement substitute material in the manufacture of paving blocks. Sea shell ash and fly ash containing calcium oxide (CaO) and silica oxide (SiO) that can replace and strengthen the chemical composition of cement. Variations of replacement much as 2.5%, 5%, 7.5% and 10% compared to normal compressive strength of the paving block (0%). Test specimen numbered 75 samples of rectangular with a length of 20 cm, width 10 cm and a thickness of 6 cm. Manufacture of paving blocks using conventional construction methods. The results of compressive strength testing of the age of 7 days, 14 days and 28 days for any 2 variations on the variations increase to 7.5% and down 10%. The results of the compressive strength largest average variation occurs in the replacement of 7.5% ie at the age of 7 days of 31.19 MPa, aged 14 days amounted to 33.55 MPa and 28 days amounted to 34.74 MPa. The percentage increase was highest compressive strength at 28 days with an increase of 23.19%.

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How to Cite
Marwan, M., Supriani, F., & Afrizal, Y. (2019). PENGARUH PENGGANTIAN SEBAGIAN SEMEN DENGAN ABU TERBANG (FLY ASH) DAN ABU CANGKANG LOKAN TERHADAP KUAT TEKAN PAVING BLOCK. Inersia: Jurnal Teknik Sipil, 9(1), 1–8. https://doi.org/10.33369/ijts.9.1.1-8
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References

  1. Andre., 2012. Studi Sifat Mekanik Paving Block Terbuat Dari Campuran Limbah Adukan Beton dan Serbuk Kerang. Universitas Indonesia, Depok.
  2. Armeyn., 2014, Kuat Tekan Beton dengan Fly Ash Ex. PLTU Sijantang Sawahlunto, Jurnal Momentum, Vol.16, 24-33.
  3. Hendriansyah., 2016. Pengaruh Penambahan Serbuk Cangkang Lokan Pada Pembuatan Paving Block Dengan Metode Mekanis Terhadap Kuat Tekan Paving Block. Universitas Bengkulu, Bengkulu.
  4. Mulyati., Maliar, S., 2015. Pengaruh Penggunaan Fly Ash Sebagai Pengganti Agregat Terhadap Kuat Tekan Paving Block. Institut Teknologi Padang,Sumatra Barat.
  5. Nurzal., dan Mahmud, J. 2013. Pengaruh Komposisi Fly Ash Terhadap Daya Serap Air Pada Pembuatan Paving block. Institut Teknologi Padang,
  6. Padang.
  7. Pamungkas, B., dan Hairunnisa, S. 2007. Komparasi Mutu Paving block Antara Metode Mekanis dan Konvensional dengan Campuran Endapan Sampah. Universitas Diponegoro, Semarang.
  8. Sebayang, S., Diana, I.W.,dan Purba, A. 2011. Perbandingan Mutu Paving
  9. block Produksi Manual dengan Produksi Masinal. Universitas Lampung, Bandar Lampung.
  10. SNI 03-0691-1996. 1996. Bata Beton (Paving block). Badan Standardisasi Nasional, Jakarta.
  11. SNI03-2847-2002.2002. Tata Cara Perhitungan truktur Beton Untuk Bangunan Gedung. Departemen Pekerjaan Umum Yayasan Badan Penerbit PU, Bandung.
  12. SNI 03-6815-2002. 2002. Tata Cara Mengevaluasi Hasil Uji Kekuatan
  13. Beton. Departemen Pekerjaan Umum Yayasan Badan Penerbit PU, Bandung.
  14. SNI 15-2049-2004. 2004. Semen Portland, Departemen Pekerjaan Umum
  15. Yayasan Badan Penerbit PU, Bandung.
  16. SNI 15-7064-2004., Semen Portland Komposit, Departemen Pekerjaan
  17. Umum Yayasan Badan Penerbit PU, Jakarta.
  18. Wahyuni, A.S., Dlucef, A., Supriani, F., 2013. Pengaruh Penambahan Serat
  19. Bambu dan Pengganti 10% Agregat Halus dengan Abu Sekam Padi dan
  20. Abu Cangkang Lokan Terhadap Kuat Tarik Beton. Universitas
  21. Bengkulu, Bengkulu.