PENGARUH LIMBAH BETON DAN BOTTOM ASH SEBAGAI PENGGANTI SEBAGIAN AGREGAT TERHADAP BETON
Total View This Week0
Total View This Week0
Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
FADHLILLAH, M. LUTHFI
Yuhanah, Tri
Yuhanah, Tri
Subject
Teknik Sipil
Datestamp
2022-09-20 04:12:46
Abstract :
Concrete is the most frequently used building construction in Indonesia. More than 60% of construction projects in Indonesia use concrete. The composition of concrete making materials using basic materials such as coarse aggregate, fine aggregate, cement and water. To reduce the use of sand and gravel, this study utilizes waste concrete and bottom ash to be used as a substitute for aggregate. The variation used in this study is 30% concrete waste from the amount of coarse aggregate and bottom ash as much as 0%, 15%, 30%, and 45% of the total fine aggregate and is planned in accordance with SNI 7656- 2012, with a slump of 75-100 mm. The test parameters were compressive strength, slump test, absorption of concrete, for testing the compressive strength at the age of 7 days, 14 days, and 28 days, while the absorption test was carried out on day 28. The results showed that the optimum compressive strength value was found in the variation of waste concrete. 30% of the amount of coarse aggregate and bottom ash 30%of the amount of fine aggregate is 27.177 MPa at the age of 28 days with an absorption value of 3.581% and avalue slump of 8.80 cm. The lowest compressive strength is found in normal concrete of 25.01 MPa with an absorption value of 4.493% and avalue slump of 9.8 cm.
Concrete is the most frequently used building construction in Indonesia. More than 60% of construction projects in Indonesia use concrete. The composition of concrete making materials using basic materials such as coarse aggregate, fine aggregate, cement and water. To reduce the use of sand and gravel, this study utilizes waste concrete and bottom ash to be used as a substitute for aggregate. The variation used in this study is 30% concrete waste from the amount of coarse aggregate and bottom ash as much as 0%, 15%, 30%, and 45% of the total fine aggregate and is planned in accordance with SNI 7656- 2012, with a slump of 75-100 mm. The test parameters were compressive strength, slump test, absorption of concrete, for testing the compressive strength at the age of 7 days, 14 days, and 28 days, while the absorption test was carried out on day 28. The results showed that the optimum compressive strength value was found in the variation of waste concrete. 30% of the amount of coarse aggregate and bottom ash 30%of the amount of fine aggregate is 27.177 MPa at the age of 28 days with an absorption value of 3.581% and avalue slump of 8.80 cm. The lowest compressive strength is found in normal concrete of 25.01 MPa with an absorption value of 4.493% and avalue slump of 9.8 cm.
Download
book
BibTex
Latex, Jabref
cloud_download
Original Resource
url resource Institution
