Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pengaruh Penambahan Kawat Bendrat Dan Fly Ash Terhadap Nilai Kuat Tekan Beton
Background: Concrete is the main structural component of a building and consists of sand, cement, broken stones, and water, with additional elements as needed. Water use in this study used 1% bend wire and 10% fly ash, 2% bend wire and 12% fly ash, and 3% bend wire and 16%. Method: In the abstract, the method used is the experimental method. Purpose: to to find out the effect of mixing bend wire and fly ash with various presentations on the strength of concrete press. Research Results: After the study, the concrete with the greatest pressure strength compared to other concrete was 3% bend wire concrete and 16% fly ash (BKFA 3) with a concrete pressure strength of 24.88 MPa. Conclusion: Therefore, this study can be said to be successful because Concrete with an additional variation of 3% bend wire and 16% flyash has a strong pressure value of 24.88 Mpa has a stronger pressure value higher than the plan's strong pressure, f'c of 22.83 MPa or K275.
Pengaruh Penambahan Kawat Bendrat Dan Fly Ash Terhadap Nilai Kuat Tekan Beton
Background: Concrete is the main structural component of a building and consists of sand, cement, broken stones, and water, with additional elements as needed. Water use in this study used 1% bend wire and 10% fly ash, 2% bend wire and 12% fly ash, and 3% bend wire and 16%. Method: In the abstract, the method used is the experimental method. Purpose: to to find out the effect of mixing bend wire and fly ash with various presentations on the strength of concrete press. Research Results: After the study, the concrete with the greatest pressure strength compared to other concrete was 3% bend wire concrete and 16% fly ash (BKFA 3) with a concrete pressure strength of 24.88 MPa. Conclusion: Therefore, this study can be said to be successful because Concrete with an additional variation of 3% bend wire and 16% flyash has a strong pressure value of 24.88 Mpa has a stronger pressure value higher than the plan's strong pressure, f'c of 22.83 MPa or K275.
Pengaruh Penambahan Kawat Bendrat Dan Fly Ash Terhadap Nilai Kuat Tekan Beton
Arum, Mahastie Sekar (Autor:in) / Basid, Abdul (Autor:in) / Djamaludin, Djamaludin (Autor:in)
30.11.2023
doi:10.33592/jimtek.v3i2.4103
Jurnal Ilmiah Fakultas Teknik; Vol 3 No 2 (2023): November 2023 - April 2024; 141-147 ; 2798-0669 ; 10.33592/jimtek.v3i2
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
| BASE | 2018
| DOAJ | 2018