Eri Setia Romadhon, Eri Setia
Unknown Affiliation

Published : 22 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 22 Documents
Search

ANALISIS UJI TEKAN BETON DENGAN BUBUK KARBON SEKAM SEBAGAI BAHAN SUBSTITUSI SEMEN Prihanto, Amalyan Andy; Romadhon, Eri Setia
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 23 No. 1 (2024): EDISI BULAN MEI 2024
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

In making concrete, local materials can be utilized so that the cost of making concrete is relatively cheap, in this study used carbon husk powder as a partial substitution material of cement in a concrete mixture and is expected to improve the quality of concrete and also environmentally friendly, the content of the carbon husk powder used namely 0%, 5%, 10%, 15% and 20% of the amount of cement used. The specimens were made with a composition of a mixture of 1 cement: 2 sand: 3 gravel, for the manufacture of normal concrete and the addition of carbon husk powder for the manufacture of concrete with a mixture of carbon husk powder with K-300 concrete quality. From the results of the study obtained the value of water use by using carbon husk powder increased in accordance with an increase in the composition of the carbon husk powder used, namely 0% (6.82), 5% (6.92), 10% (7.52), 15% ( 7,62) and 20% (8,82). The compressive strength of concrete using carbon husk powder at a composition of 5% shows that the average compressive strength of concrete is higher than normal concrete, which is 330,161 kg / cm2 (at 14 days), and lower 325,267 kg / cm2 (at 21 days) the compressive strength value of concrete continues to decrease with the addition of carbon husk powder composition as a cement substitution material at a composition of 10% (246,726 kg / cm2), 15% (226,513 kg / cm2) and 20% (166,350 kg / cm2) at 14 days and 10 % (268,027 kg / cm2), 15% (226,573 kg / cm2) and 20% (172,657 kg / cm2) at the age of 21 days
ANALISA EFEKTIFITAS GROUTING MAINDAM DAN TUNNELWATERWAY BENDUNGAN KEUREUTO KABUPATEN ACEH UTARA Saputro, Wili Wahyu; Romadhon, Eri Setia
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 23 No. 1 (2024): EDISI BULAN MEI 2024
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Bendungan Keureuto di Kabupaten Aceh Utara yang telah dibangun sejak tahun 2015 sampai dengan saat ini termasuk salah satu bendungan di Indonesia yang memiliki karakteristik pondasi yang unik, dengan jenis batuanpada pondasi didominasi oleh batuan jenis mudstone. Menurut Sosrodarsono, dkk (1997), bahan material untuk pembangunan bendungan urugan diambil dari hasil galian sekitar site sebagai kedudukan bendungan atau lokasi bendungan pelengkap. Namun hasil galian sekitar site Bendungan Keureuto yang teridentifikasi didominasi oleh jenis batuan mudstone memiliki kekerasan dan kekakuan yang kurang baik dan sangat rentan mengalami pelapukan apabila terekspos oleh udara dan air secara terus menerus. Untuk meningkatkan daya dukung pondasi tubuh bendungan yang memiliki batuan dasar jenis mudstone tersebut maka dilakukan perkuatan pondasi denganmenggunakan grouting di sepanjang as maindam dan Tunnel Waterway Bendungan Keureuto. Perkuatan Pondasi yang dilakukan dengan metode grouting tersebut diharapkan dapat meningkatkan nilai Lugeon (LU) menjadi