A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
STUDI EKSPERIMENTAL BETON ADUKAN KERING DENGAN METODE PENGECORAN PIPA BERKATUP PADA AIR LABORATORIUM
This paper presents the results of an experiment on the casting by pouring into a mold with a confused puddle varies is 25%, 50%, 75%, 100% and 120% of the height of the mold. Specimens made with a cylindrical Æ 15 cm, and 30 cm high. Order to determine the compressive strength and influence on the amount of standing water on the formwork (cylinder). Testing include compressive strength test. In the manufacture of test specimens used methods namely ACI method. Quality concrete is planned fc '= 25 MPa. From the experimental results obtained values Normal Concrete compressive strength characteristics without puddles of 21.14 MPa and the concrete variables in consecutive puddles 6.18 MPa; 2.73 MPa; 2.42 MPa; 2.42 MPa and 1.89 Mpa. When compared with normal concrete without flooding a decline of 74.28%, 82.50%, 90.38%, 85.51% and 86.61%. Key words :compressive strength, concrete normal
STUDI EKSPERIMENTAL BETON ADUKAN KERING DENGAN METODE PENGECORAN PIPA BERKATUP PADA AIR LABORATORIUM
This paper presents the results of an experiment on the casting by pouring into a mold with a confused puddle varies is 25%, 50%, 75%, 100% and 120% of the height of the mold. Specimens made with a cylindrical Æ 15 cm, and 30 cm high. Order to determine the compressive strength and influence on the amount of standing water on the formwork (cylinder). Testing include compressive strength test. In the manufacture of test specimens used methods namely ACI method. Quality concrete is planned fc '= 25 MPa. From the experimental results obtained values Normal Concrete compressive strength characteristics without puddles of 21.14 MPa and the concrete variables in consecutive puddles 6.18 MPa; 2.73 MPa; 2.42 MPa; 2.42 MPa and 1.89 Mpa. When compared with normal concrete without flooding a decline of 74.28%, 82.50%, 90.38%, 85.51% and 86.61%. Key words :compressive strength, concrete normal
STUDI EKSPERIMENTAL BETON ADUKAN KERING DENGAN METODE PENGECORAN PIPA BERKATUP PADA AIR LABORATORIUM
Akbar, Ali (author) / handalan, Cek putra (author)
2015-06-26
Jurnal Mahasiswa Teknik Sipil Universitas Tanjungpura; Vol 2, No 2 (2015): JURNAL MAHASISWA TEKNIK SIPIL UNTAN EDISI JUNI 2015
Article (Journal)
Electronic Resource
English
DDC:
690
STUDI EKSPERIMENTAL BETON ADUKAN KERING DENGAN MENGGUNAKAN METODE PIPA BERKATUP PADA AIR GAMBUT
| BASE | 2015
Kaji Eksperimental Koefisien Kerugian Pada Percabangan Pipa Dengan Sudut 450, 600 dan 900
| DOAJ | 2012
Studi Eksperimental Karakteristik Beton dengan Agregat Kasar Daur Ulang dengan fc’= 25 MPa
| DOAJ | 2019