Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Perilaku Kuat Tekan dan Kuat Tarik Beton Campuran Limbah Plastik HDPE
Concrete is one of the most commonly used materials for construction. Due to the increased of concrete demand, the need for alternative material to substitute natural aggregate becomes crucial. In this study HDPE plastic waste was used as artificial aggregate. HDPE was mixed with natural coarse aggregate at variation of 0%, 10%, 15% and 20%. Compressive test and split tensile tests were performed on concrete age of 28 days. The compressive strength of concrete decreased with the addition of HDPE levels. The result shows that the highest value of compressive strength was 27,88 MPa on 0% HDPE and the lowest value was 11,08 MPa on 20% HDPE mixture. The highest split tensile strength achieved by normal concrete of 2,71 MPa. Split tensile strength of concrete gradually decreased with the addition of HDPE variations. The lowest value of tensile strength was obtained from variation of 20% HDPE plastic waste that is equal to 1.72 MPa. From the analysis it can be concluded that the replacement of coarse aggregate crushed stone with HDPE plastic waste reduce split tensile strength of concrete.
Perilaku Kuat Tekan dan Kuat Tarik Beton Campuran Limbah Plastik HDPE
Concrete is one of the most commonly used materials for construction. Due to the increased of concrete demand, the need for alternative material to substitute natural aggregate becomes crucial. In this study HDPE plastic waste was used as artificial aggregate. HDPE was mixed with natural coarse aggregate at variation of 0%, 10%, 15% and 20%. Compressive test and split tensile tests were performed on concrete age of 28 days. The compressive strength of concrete decreased with the addition of HDPE levels. The result shows that the highest value of compressive strength was 27,88 MPa on 0% HDPE and the lowest value was 11,08 MPa on 20% HDPE mixture. The highest split tensile strength achieved by normal concrete of 2,71 MPa. Split tensile strength of concrete gradually decreased with the addition of HDPE variations. The lowest value of tensile strength was obtained from variation of 20% HDPE plastic waste that is equal to 1.72 MPa. From the analysis it can be concluded that the replacement of coarse aggregate crushed stone with HDPE plastic waste reduce split tensile strength of concrete.
Perilaku Kuat Tekan dan Kuat Tarik Beton Campuran Limbah Plastik HDPE
27.11.2015
Semesta Teknika; Vol 16, No 1 (2013): MEI 2013 ; 2502-5481 ; 1411-061X
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
KUAT TEKAN DAN TARIK BELAH PADA BETON YANG MENGGUNAKAN AGREGAT KASAR LIMBAH PLASTIK
| DOAJ | 2021
KUAT TEKAN DAN TARIK BELAH PADA BETON YANG MENGGUNAKAN AGREGAT KASAR LIMBAH PLASTIK
| BASE | 2021
PEMANFAATAN LIMBAH SERAT TALI BENESER DALAM MENINGKATKAN KUAT TEKAN DAN KUAT TARIK BELAH BETON
| BASE | 2021
| DOAJ | 2018
Pengaruh Penambahan Serat Bambu Terhadap Kuat Tarik dan Kuat Tekan Beton
| BASE | 2018