Kuat Tekan Beton Geopolimer Dengan Variasi Berat Agregat Dan Binder Pada Umur Beton 21 dan 28 Hari
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49077 |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.ums.ac.id/49077/</relation><title>Kuat Tekan Beton Geopolimer Dengan Variasi Berat Agregat Dan Binder Pada Umur Beton 21 dan 28 Hari</title><creator>Yunanto, Andi</creator><creator>-, Ir. Suhendro Trinugroho, M.T</creator><subject>TA Engineering (General). Civil engineering (General)</subject><subject>TS Manufactures</subject><description>Concrete is a building material that is composed of the main composition of coarse aggregate, fine 
aggregate, water, and Portland Cement. Concrete lately more often get criticism, because of 
greenhouse gas emissions (carbon dioxide) generated in the cement production process. With these 
considerations, the development of new concrete binder called geopolymer concrete. One of the 
materials used in the manufacture of geopolymer concrete is coal fly ash (fly ash). By making use of 
fly ash as a substitute ingredient of cement is considered to safeguard the environment and reduce 
the cost of construction. In this study, the test object used is cylindrical, with a diameter of 15cm and 
height 30cm. Tests carried out at the time of compressive strength of concrete were 21 and 28 days. 
The present study aims to determine the compressive strength of geopolymer concrete with 
maximum possible variation of constituent materials, aggregate with a binder that is 75:25, 30:70, 
35:65 and 40:60 and the variation of the concrete 21, 28 days. Mix design refers to earlier research 
Prasetyo, G.B (2015). Number of test objects on each variation is 3 specimens, so that the number of 
test objects totaling 24 pieces. The test object is a cylinder with a diameter of 15cm and height 30cm. 
Data from geopolymer concrete compressive strength test on the variation ratio of 25:75 and the 
constituents of the concrete age variation of 21 days was 0.314 MPa, and at 28 days is 0720 MPa. At 
30:70 constituent material ratio variation and the variation of the concrete life of 21 days was 1,491 MPa, and at 28 days was 2,055 MPa. At 35:65 constituent material ratio variation and the variation 
of the concrete life of 21 days was 1,807 MPa, and at 28 days was 2,192 MPa. At 40:60 constituent 
material ratio variation and the variation of the concrete life of 21 days is 0854 MPa, and at 28 days 
was 1.699 MPa. It can be concluded that the variations of geopolymer concrete building blocks the 
maximum at 35:65 ratio at 28 days.</description><date>2017</date><type>Other:Karya Ilmiah</type><type>PeerReview:NonPeerReviewed</type><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/26/NASKAH%20PUBLIKASI.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/2/HALAMAN%20DEPAN.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/3/BAB%20I.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/4/BAB%20II.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/5/BAB%20III.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/13/BAB%20IV.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/32/bab%205.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/16/BAB%20VI.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/18/DAFTAR%20PUSTAKA.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/31/LAMPIRAN.pdf</identifier><type>File:application/pdf</type><language>eng</language><identifier>http://eprints.ums.ac.id/49077/23/SURAT%20PERNYATAAN%20NASKAH%20PUBLIKASI.pdf</identifier><identifier> Yunanto, Andi and -, Ir. Suhendro Trinugroho, M.T (2017) Kuat Tekan Beton Geopolimer Dengan Variasi Berat Agregat Dan Binder Pada Umur Beton 21 dan 28 Hari. Tugas Akhir thesis, Universitas Muhammadiyah Surakarta. </identifier><relation>D100110071</relation><recordID>49077</recordID></dc>
|
| language |
eng |
| format |
Other:Karya Ilmiah Other PeerReview:NonPeerReviewed PeerReview File:application/pdf File |
| author |
Yunanto, Andi -, Ir. Suhendro Trinugroho, M.T |
| title |
Kuat Tekan Beton Geopolimer Dengan Variasi Berat Agregat Dan Binder Pada Umur Beton 21 dan 28 Hari |
| publishDate |
2017 |
| topic |
TA Engineering (General). Civil engineering (General) TS Manufactures |
| url |
http://eprints.ums.ac.id/49077/26/NASKAH%20PUBLIKASI.pdf http://eprints.ums.ac.id/49077/2/HALAMAN%20DEPAN.pdf http://eprints.ums.ac.id/49077/3/BAB%20I.pdf http://eprints.ums.ac.id/49077/4/BAB%20II.pdf http://eprints.ums.ac.id/49077/5/BAB%20III.pdf http://eprints.ums.ac.id/49077/13/BAB%20IV.pdf http://eprints.ums.ac.id/49077/32/bab%205.pdf http://eprints.ums.ac.id/49077/16/BAB%20VI.pdf http://eprints.ums.ac.id/49077/18/DAFTAR%20PUSTAKA.pdf http://eprints.ums.ac.id/49077/31/LAMPIRAN.pdf http://eprints.ums.ac.id/49077/23/SURAT%20PERNYATAAN%20NASKAH%20PUBLIKASI.pdf http://eprints.ums.ac.id/49077/ |
| contents |
Concrete is a building material that is composed of the main composition of coarse aggregate, fine
aggregate, water, and Portland Cement. Concrete lately more often get criticism, because of
greenhouse gas emissions (carbon dioxide) generated in the cement production process. With these
considerations, the development of new concrete binder called geopolymer concrete. One of the
materials used in the manufacture of geopolymer concrete is coal fly ash (fly ash). By making use of
fly ash as a substitute ingredient of cement is considered to safeguard the environment and reduce
the cost of construction. In this study, the test object used is cylindrical, with a diameter of 15cm and
height 30cm. Tests carried out at the time of compressive strength of concrete were 21 and 28 days.
The present study aims to determine the compressive strength of geopolymer concrete with
maximum possible variation of constituent materials, aggregate with a binder that is 75:25, 30:70,
35:65 and 40:60 and the variation of the concrete 21, 28 days. Mix design refers to earlier research
Prasetyo, G.B (2015). Number of test objects on each variation is 3 specimens, so that the number of
test objects totaling 24 pieces. The test object is a cylinder with a diameter of 15cm and height 30cm.
Data from geopolymer concrete compressive strength test on the variation ratio of 25:75 and the
constituents of the concrete age variation of 21 days was 0.314 MPa, and at 28 days is 0720 MPa. At
30:70 constituent material ratio variation and the variation of the concrete life of 21 days was 1,491 MPa, and at 28 days was 2,055 MPa. At 35:65 constituent material ratio variation and the variation
of the concrete life of 21 days was 1,807 MPa, and at 28 days was 2,192 MPa. At 40:60 constituent
material ratio variation and the variation of the concrete life of 21 days is 0854 MPa, and at 28 days
was 1.699 MPa. It can be concluded that the variations of geopolymer concrete building blocks the
maximum at 35:65 ratio at 28 days. |
| id |
IOS2728.49077 |
| institution |
Universitas Muhammadiyah Surakarta |
| institution_id |
249 |
| institution_type |
library:university library |
| library |
Perpustakaan Universitas Muhammadiyah Surakarta |
| library_id |
555 |
| collection |
Digital Repository Universitas Muhammadiyah Surakarta |
| repository_id |
2728 |
| subject_area |
Agama Ekonomi Farmasi |
| city |
KOTA SURAKARTA |
| province |
JAWA TENGAH |
| repoId |
IOS2728 |
| first_indexed |
2017-02-25T15:11:24Z |
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2017-02-25T15:11:24Z |
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dc |
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1765811088794845184 |
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17.538404 |