Image of 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)
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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)

Along with the growing construction field, concrete has become one of the most needed materials in modern construction. The advantages that concrete has become a good value in the field of construction. Innovation in concrete technology in modern construction needs to be done to meet the increasing needs of construction development and overcome the weaknesses that occur in concrete. The innovation carried out in the research is adding micro and macro polypropylene synthetic fibers into Self Compacting Concrete (SCC) which aims to analyze, compare behavior, mechanical characteristics of compressive strength and modulus of elasticity of Self Compacting Concrete (SCC) reinforced with micro and macro polypropylene synthetic fibers. The method used in this research is an experimental method at the Civil Engineering Laboratory, Sriwijaya University which was carried out from December 2023 to June 2024, aiming to obtain data and analyze it by testing the elastic modulus of Self Compacting Concrete (SCC). The trend of compressive strength values on the test specimens shows a slight increase. The average compressive strength value of SCC reinforced with polypropylene micro synthetic fiber with a percentage of 0.75%, 1% and 1.25% at 28 days of age is 36.81 MPa, 41.45 MPa, and 36.37 Mpa, respectively, compared to SCC without 0% fiber at 28 days of age, an average of 33.24 MPa. While the average compressive strength values of SCC reinforced with macro polypropylene synthetic fibers with a percentage of 0.75%, 1% and 1.25%, aged 28 days were 38.64 MPa, 34.17 MPa, and 37.61 MPa, respectively, compared to SCC without 0% fiber aged 28 days, averaging 33.24 MPa. Micro and macro polypropylene synthetic fibers are finer and better at producing collapse patterns or crack patterns that are small enough compared to self compacting concrete reinforced with macro polypropylene synthetic fibers.

Availability
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Central Library (Reference) T1495862024
T149586
Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1495862024
Publisher
Indralaya : Prodi Teknik Sipil dan Perencanaan, Fakultas Teknik Universitas Sriwijaya.,
Collation
xiv, 59 hlm.; ilus.; 29 cm
Language
Indonesia
ISBN/ISSN
-
Classification
620.136 07
Content Type
Text
Media Type
unmediated
Carrier Type
-
Edition
-
Subject(s)
self compacting concrete
Prodi Teknik Sipil
Specific Detail Info
-
Statement of Responsibility
Other version/related
TitleEditionLanguage
PENGARUH SERAT HYBRID SINTETIS POLYPROPYLENE TERHADAP KARAKTERISTIK MEKANIK BETON SELF COMPACTING CONCRETE-id
PENGARUH VARIASI TEMPERATUR PERAWATAN TERHADAP KARAKTERISTIK SELF COMPACTING CONCRETE DENGAN ABU CANGKANG SAWITid
PERILAKU KOLOM SELF COMPACTING CONCRETE DENGAN VARIASI JARAK TULANGAN GESER TERHADAP BEBAN LATERAL SIKLIKid
ANALISIS KAPASITAS GESER BALOK TINGGI SELF COMPACTING CONCRETE DENGAN VARIASI RASIO TULANGAN GESER.id
PENGARUH SERAT SINTETIS MAKRO POLYPROPYLENE TERHADAP NILAI KEKUATAN DAN PERILAKU TEKAN SELF COMPACTING CONCRETE (SCC)-id
PERILAKU DAN KEKUATAN LENTUR SELF COMPACTING CONCRETE (SCC) YANG DIPERKUAT SERAT SINTETIS MAKRO DAN MIKRO POLYPROPYLENE-id
EFEK TEMPERATUR TERHADAP PROPERTIES MINYAK HASIL PROSES PIROLISIS MENGGUNAKAN SAMPAH PLASTIK HYBRID JENIS HIGH-DENSITY POLYETHYLENE (HDPE) DAN POLYPROPYLENE (PP)id
ANALISIS SORPTIVITY LIGHTWEIGHT EXPANDED POLYSTYRENE CONCRETE DENGAN PENAMBAHAN POLYPROPYLENE WAVED FIBERid
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