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Image of PENGARUH SERAT SINTETIS MAKRO POLYPROPYLENE TERHADAP NILAI KEKUATAN DAN PERILAKU TEKAN SELF COMPACTING CONCRETE (SCC)
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PENGARUH SERAT SINTETIS MAKRO POLYPROPYLENE TERHADAP NILAI KEKUATAN DAN PERILAKU TEKAN SELF COMPACTING CONCRETE (SCC)

Safigar, Adelia - Personal Name;

Many innovations have been developed along with technology in construction materials. Concrete with good workability is known as (Self self-compacting concrete (SCC)). In many studies that have been conducted, using synthetic fibers can influence on strength and behavior of concrete. This study was conducted to analyze the effect of the use of polypropylene macro synthetic fibers with a percentage of 0%, 0.75%, 1%, and 1.25% on the compressive strength and behavior shown by the collapse pattern due to compressive load. The stages of this research are compressive strength testing, and analysis of collapse patterns due to compressive loads carried out by measuring the width, and length of cracks after compressive strength testing. The test of specimens used 15 × 30 cm cylinders and tested at 7, 14, and 28 days of age. The results showed that the addition of polypropylene macro synthetic fibers gave concrete compressive strength capabilities identical to normal concrete. Test specimens with 0%, 0.75%, 1%, and 1.25% fiber percentage at the age of 28 days had an average compressive strength of 30.04 MPa, 30.56 MPa, 30.86 MPa, and 32.06 MPa. Meanwhile, the increasing percentage of macro polypropylene synthetic fibers used can produce concrete with a better toughness than normal concrete with a collapse pattern in the form of a pattern and a smaller number of cracks.


Availability
#
Central Library (Reference) T1500302024
T150030
Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1500302024
Publisher
Indralaya : Prodi Teknik Sipil dan Perencanaan, Fakultas Teknik Universitas Sriwijaya., 2024
Collation
xv, 49 hlm.; ilus.; tab.; 29 cm
Language
Indonesia
ISBN/ISSN
-
Classification
624.150 7
Content Type
Text
Media Type
unmediated
Carrier Type
-
Edition
-
Subject(s)
Prodi Teknik Sipil dan Perencanaan
Compressive Strength
Specific Detail Info
-
Statement of Responsibility
KA
Other version/related
TitleEditionLanguage
PENGARUH SERAT HYBRID SINTETIS POLYPROPYLENE TERHADAP KARAKTERISTIK MEKANIK BETON SELF COMPACTING CONCRETE-id
PEMODELAN GEOMEKANIKA UNTUK PENENTUAN ZONA LEMAH MENGGUNAKAN GEOLOGICAL STRENGTH INDEX DAN UNCONFINED COMPRESSIVE STRENGTH DI PT. BUKIT ASAM, MUARA ENIM, SUMATERA SELATAN.id
ANALISIS STABILITAS LERENG METODE BISHOP DAN UNCONFINED COMPRESSIVE STRENGTH TERHADAP KERENTANAN LONGSOR DAERAH KISAU DAN SEKITARNYA, OKU SELATAN, SUMATERA SELATAN-id
PERILAKU KEKUATAN TEKAN DAN MODULUS ELASTISITAS SELF COMPACTING CONCRETE YANG DIPERKUAT SERAT SINTETIS MIKRO DAN MAKRO POLYPROPYLENE (STUDI KASUS DI LABORATORIUM STRUKTUR, KONSTRUKSI DAN MATERIAL TEKNIK SIPIL UNIVERSITAS SRIWIJAYA)-id
PERILAKU DAN KEKUATAN LENTUR SELF COMPACTING CONCRETE (SCC) YANG DIPERKUAT SERAT SINTETIS MAKRO DAN MIKRO POLYPROPYLENE-id
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