Marzylina, Marzylina (2024) Pengaruh Tambahan Grolen Terhadap Kuat Tekan, Modulus Elastisitas, Porositas Dan Penetrasi Klorida Pada Beton F’c 25 Mpa. Diploma thesis, Politeknik Negeri Bengkalis.
![[img]](http://eprints.polbeng.ac.id/style/images/fileicons/text.png) |
Text (Abstract)
1. TA-4103211370-Abstract.pdf - Submitted Version Available under License Creative Commons Attribution Share Alike. Download (11MB) |
|
Text (Bab I Pendahuluan)
2. TA-4103211370-Bab 1 Pendahuluan.pdf - Submitted Version Available under License Creative Commons Attribution Share Alike. Download (161kB) |
|
Text (Daftar Pustaka)
3. TA-4103211370-Daftar pustaka.pdf - Submitted Version Available under License Creative Commons Attribution Share Alike. Download (11MB) |
|
Text (Full Text)
4. TA-4103211370-Full text.pdf - Submitted Version Restricted to Registered users only Available under License Creative Commons Attribution Share Alike. Download (11MB) |
Abstract
In extreme (corrosive) environmental conditions, the quality of reinforced concrete structures deteriorates faster than when in a normal environment. One of the causes of the decrease in the strength of reinforced concrete is the occurrence of chloride penetration. The method used in this test is to make a concrete mixture using SNI 03-2843-2000 for the quality of 25 MPa concrete with grolen. In this study, chloride penetration testing was carried out, the chloride penetration process has been carried out using the Rapid Chloride PermeabilityTest (RCPT) method, which is to provide an electric flow of 60 volts to the test specimen using a DC power supply referring to ASTM C-1202. The results showed that the use of Grolen had a significant influence on the compressive strength of concrete with a compressive strength value of 34.76 Mpa. The use of 1% Grolen with a 40% reduction in water in concrete provides a good combination of high compressive strength, low Porosity value of other concrete variations and better chloride penetration resistance of 1316.7 coulomb compared to other variations. The use of Grolen with inappropriate water reduction can also reduce the workability of concrete.
| Item Type: | Thesis (Diploma) | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| Contributors: |
|
||||||||
| Uncontrolled Keywords: | Chloride penetration, compressive strength, porosity, elastic modulus, grolen. | ||||||||
| 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: | 01 Sep 2024 08:59 | ||||||||
| Last Modified: | 01 Sep 2024 08:59 | ||||||||
| URI: | http://eprints.polbeng.ac.id/id/eprint/14609 |
Actions (login required)
 |
View Item |
