PEMANFAATAN BOTTOM ASH SEBAGAI BAHAN PENGGANTI PASIR DENGAN PERSENTASE 50%, 60%, 70%, 80%, 90%, DAN 100% DENGAN MUTU BETON 28 Mpa

Aditia, Aditia (2023) PEMANFAATAN BOTTOM ASH SEBAGAI BAHAN PENGGANTI PASIR DENGAN PERSENTASE 50%, 60%, 70%, 80%, 90%, DAN 100% DENGAN MUTU BETON 28 Mpa. Diploma thesis, Politenik Negeri Bengkalis.

[img]
Preview
Text (Abstract)
1.TA-4103201318-Abstract.pdf - Submitted Version
Available under License Creative Commons Attribution Share Alike.

Download (360kB) | Preview
[img]
Preview
Text (Bab I Pendahuluan)
2.TA-4103201318-Bab I Pendahuluan.pdf - Submitted Version
Available under License Creative Commons Attribution Share Alike.

Download (254kB) | Preview
[img]
Preview
Text (Daftar Pustaka)
3.TA-4103201318-Daftar Pustaka.pdf - Submitted Version
Available under License Creative Commons Attribution Share Alike.

Download (408kB) | Preview
[img] Text (Full Text)
4.TA-4103201318-Full Text.pdf - Submitted Version
Restricted to Registered users only
Available under License Creative Commons Attribution Share Alike.

Download (7MB)

Abstract

At this time a lot of bottom ash is produced and disposed of / piled up in industrial areas especially in the city of Dumai, testing of bottom ash is carried out asa substitute for sand for the manefacture of tetrapods, to evercome abrasion especially in the Bengkalis area. The results of this test show that the useof bottom ash as a substitute for sand has a good compressive strenght value, after testing it can be seen that this system can be used and obtains a compressive strenght value of 26,57 Mpa but has not yet entered the quality plan but can still be used for the construction of tetrapods for the strait area. The method used in this test is to make a concrete mix using SNI 7656:2012 with bottom ash as a substitute for sand 50%, 60%, 70%, 80%, 90%, and 100%. Concrete teated for 7 days, 28 days, and 56 days werw then tested to obtain the compressive strenght unit weight of the concrete . From the test results obtained the highest compressive strenght value of 26,57 Mpa with a variation of 100% bottom ash this test shows that the compressive strenght of the 100% variation has a fairly good compressive strenght with variations of 50%, 60%, 705, 80%, and 90%.

Item Type: Thesis (Diploma)
Contributors:
ContributionContributorsEmailNIDN/NIDK
Thesis advisorArdita, Julijuliardita@polbeng.ac.idNIDN0013078504
Uncontrolled Keywords: kuat tekan, bottom ash, uji slump
Subjects: 410 ILMU TEKNIK > 420 TEKNIK SIPIL DAN PERENCANAAN TATA RUANG > 421 Teknik Sipil
Divisions: Jurusan Teknik Sipil > Diploma Tiga Teknik Sipil > TUGAS AKHIR
Depositing User: Teknik Sipil D3
Date Deposited: 30 Aug 2023 21:02
Last Modified: 30 Aug 2023 21:02
URI: http://eprints.polbeng.ac.id/id/eprint/10253

Actions (login required)

View Item View Item