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

The purpose of this research is to know the influence of sea shell ash (SSA) and rice husk ash (RHA) as partial replacement of cement and sand toward the strength of mortar. The mold with dimension 50 mm x 50 mm x 50 mm were used to cast the mortar.There are 16 variation made from different percentages of RHA and SSA used.The range initial flow used was 80-100%. The result shows that the normal mortar has the highest strength of all. The decrease of mortar strength with RHA and SSA was in the range of 11.60%-59.11% in comparison with normal mortar.

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How to Cite
Susanti, J. E., Wahyuni, A. S., & Elhusna, E. (2019). PENGARUH VARIASI PERSENTASE ABU SEKAM PADI (ASP) DAN ABU CANGKANG LOKAN(ACL) SEBAGAI PENGGANTI SEBAGIAN AGREGAT HALUS DAN SEMEN TERHADAP KUAT TEKAN MORTAR (Kajian Terhadap Adukan Mortar 1Pc : 3Ps). Inersia: Jurnal Teknik Sipil, 7(1), 1–6. https://doi.org/10.33369/ijts.7.1.1-6
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References

  1. ASTM Standards., 1992, ASTM C 270,Mortar Specifications for
  2. Mortar for Unit Masonry, ASTM International, West Conshohocken, PA.
  3. Aswini, R., 2013, Pengaruh Penambahan Serat Bambu dan Penggantian 30% Agregat halus Dengan Abu Cangkang Lokan dan Abu Sekam Padi Terhadap Kuat tekan Beton, Skripsi Universitas Bengkulu, Bengkulu, tidak diterbitkan.
  4. Czernin, W., 1980, “Cement Chemistry and Physics for Civil Engineers”.
  5. nd edition. London.
  6. Damardjati, D.S., 1997”Masalah dan Upaya Peningkatan Kualitas Beras Ditinjau dari Aspek Pradan Pasca Panen dalam Menghadapi Era Globalisasi”, Makalah Seminar HUT Bulog ke30, Jakarta.
  7. Elhusna, Gunawan, A., dan Fogi, D., H., 2013, “Perilaku Kuat Tekan
  8. Mortar Semen Pasangan dengan Abu Sabut Cangkang Sawit yang
  9. Dioven dan Tidak Dioven”, Jurnal Inersia Vol 5, Jurusan Teknik
  10. Sipil, Fakultas Teknik,Universitas Bengkulu, Bengkulu
  11. Hanwar, S., dan Aguskamar, 2002,Pencampuran Tanah Lempung
  12. Dengan Abu Sekam Padi (ASP)Untuk Bahan Inti Kedap Air Bendungan Urugan, jurnal,Politeknik Negeri Padang,Padang.
  13. Kusuma, N., 2010, “Rangkak Repair Mortar Dengan Bahan Tambah
  14. Serat Ban”, jurnal, UniversitasSebelas Maret, Surakarta.
  15. SK SNI 03-1750-1990., 1990, Agregat beton, Mutu dan cara uji, Badan
  16. Standarisasi Nasional, Jakarta.
  17. SK SNI 03-6825-2002., 2002, Metode Pengujian Kekuatan Tekan Mortar Semen Portland untuk Pekerjaan Sipil, Badan Standarisasi Nasional, Jakarta.
  18. SK SNI 03-6882-2002., 2002, Spesifikasi Mortar Untuk Pekerjaan Pasangan, Badan Standarisasi Nasional, Jakarta.