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Image of Kuat Tekan Dan Kuat Tarik Belah Beton Campuran Kerang Dan Silica Fume Terhadap Klorida Dengan Metode Statis Dan Wetting-Drying
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Kuat Tekan Dan Kuat Tarik Belah Beton Campuran Kerang Dan Silica Fume Terhadap Klorida Dengan Metode Statis Dan Wetting-Drying

VIOLA DONITA / 1807125020 - Nama Orang;

ABSTRACK
One of the weaknesses of the concrete material is that it is easily damaged in aggressive or extreme environments, concluding in seawater. Wet dry cycle mechanism can be used as a simulation of concrete exposed to be attacked by sea water. Shellfish waste that goes through a burning process at 700°C will produce a CaO content of 55.10%, so it has the potential to be a substitute for lime in cement production. This study aims to examine the compressive strength and split tensile strength of concrete with partial substitution of cement using shellfish powder using the wetting-drying method for up to 56 days. The compressive strength test results show that the compressive strength values before immersion in NaCl of normal concrete, concrete substitute 5% shells additive silica fume 5%, and concrete substitutes 10% shells additive silica fume 5% respectively are 23.29 Mpa , 21.17 MPa, and 23.92 MPa. The compressive strength obtains the design compressive strength with the highest compressive strength concrete substitutes 10% shells additive silica fume 5%. The difference in split tensile strength of normal concrete, concrete substitute 5% shells additive silica fume 5%, and concrete substitutes 10% shells additive silica fume 5% for wetting-drying and static cycles are 4.69%, 3,17%, and 3.93%. The weight change test showed that the biggest weigh loss value was in normal concrete with the wetting-drying method, which was -0.39%. The test results show that concrete with the use of shell powder can improve the quality of concrete in tidal conditions.
Keywords: concrete, shell powder, NaCl immersion, wetting-drying


Ketersediaan
#
Perpustakaan Universitas Riau 1807125020
1807125020
Tersedia
Informasi Detail
Judul Seri
-
No. Panggil
1807125020
Penerbit
Pekanbaru : Universitas Riau – Fakultas Teknik – Teknik Sipil., 2022
Deskripsi Fisik
-
Bahasa
Indonesia
ISBN/ISSN
-
Klasifikasi
1807125020
Tipe Isi
-
Tipe Media
-
Tipe Pembawa
-
Edisi
-
Subjek
TEKNIK SIPIL
Info Detail Spesifik
-
Pernyataan Tanggungjawab
DAUS
Versi lain/terkait

Tidak tersedia versi lain

Lampiran Berkas
  • COVER
  • DAFTAR ISI
  • ABSTRAK
  • BAB I PENDAHULUAN
  • BAB II TINJAUAN PUSTAKA
  • BAB III METODE PENELITIAN
  • BAB IV HASIL DAN PEMBAHASAN
  • BAB V KESIMPULAN DAN SARAN
  • DAFTAR PUSTAKA
  • LAMPIRAN
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