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All Journal CIVED (Journal of Civil Engineering and Vocational Education) JURNAL TIARSIE Almana : Jurnal Manajemen dan Bisnis Jurnal Rekayasa Infrastruktur Journal of Sustainable Civil Engineering (JOSCE) COMSERVA: Jurnal Penelitian dan Pengabdian Masyarakat Jurnal Talenta Sipil Cerdika: Jurnal Ilmiah Indonesia
Fauzia Mulyawati
Universitas Langlangbuana
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Health Professions Industrial & Manufacturing Engineering Materials Science & Nanotechnology Public Health Social Sciences Transportation

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Tipikal Nilai Ketidakrataan Untuk Jalan Beton Menggunakan Roughness Meter Pusjatan: Studi Kasus Ruas Jalan Rancaekek – Solokan Jeruk, Soreang – Gading Tutuka Irma Damayanti; Wili Wildan; Siegfried Syafier; Fauzia Mulyawati
COMSERVA : Jurnal Penelitian dan Pengabdian Masyarakat Vol. 3 No. 12 (2024): COMSERVA : Jurnal Penelitian dan Pengabdian Masyarakat
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/comserva.v3i12.1282

Abstract

Terjadinya ketidakrataan permukaan jalan raya pada ruas jalan Rancaekek – Solokan Jeruk, Soreang - Gading Tutuka yang diakibatkan karena kendaraan bermuatan besar yang sering melewati ruas tersebut. Cara penelitian yang digunakan adalah metode kuantitatif yaitu pendekatan penelitian yang mengandalkan penggunaan angka-angka dalam segala tahapnya, mulai dari pengumpulan data hingga presentasi hasil. Dengan Data primer nya yaitu Pengambilan data menggunakan alat Roughmeter. Roughmeter digunakan untuk survey nilai ketidakrataan pada jalan raya dan memberikan hasil berikut ini: pada ruas jalan Rancaekek - Solokan Jeruk, nilai rata-rata ketidakrataannya sebesar 4,9% yang menunjukkan kondisinya sedang, sedangkan pada ruas Solokan Jeruk - Rancaekek, nilai rata-rata ketidakrataannya sebesar 5,2% yang juga menunjukkan kondisinya sedang. Pada ruas Soreang-Gading Tutuka, nilai rata-rata ketidakrataannya sebesar 4,9% yang berarti kondisinya sedang, dan pada ruas Gading Tutuka-Soreang, nilai rata-rata ketidakrataannya sebesar 4,6% yang juga menunjukkan kondisinya sedang
Analisis Eksperimental Pengaruh Kombinasi Substitusi Abu Bonggol Jagung dan Serat Fiberglass Terhadap Kuat Tarik Belah Beton Muhammad Rizki Megantara; Ignatius Sudarsono; Fauzia Mulyawati
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4631

Abstract

Concrete is a construction material with high compressive strength; however, it exhibits low tensile strength and brittle behavior. Previous studies have extensively investigated corncob ash (CCA) and fiberglass fibers separately, whereas research examining the simultaneous combination of both materials remains limited. This study aims to investigate, through an experimental analysis, the effect of combining CCA substitution as a pozzolanic material with the addition of fiberglass fibers on the splitting tensile strength of concrete, in order to identify the optimum composition capable of enhancing mechanical performance while promoting the sustainable utilization of agricultural waste. The research employed a quantitative experimental method with CCA substitution variations of 0%, 3%, and 6% by cement weight, and fiberglass fiber additions of 0.5%, 1%, and 1.5% by fine aggregate weight. Testing was conducted at curing ages of 7, 14, and 28 days using a total of 126 cylindrical specimens. Characterization of CCA was performed using SEM and EDS analyses, revealing a porous morphology with significant silica content (52.35%), thereby confirming its potential pozzolanic reactivity. The combination of 3% CCA and 1.5% fiberglass fibers produced the highest splitting tensile strength of 2.738 MPa, representing an 18.6% increase compared with normal concrete. A very strong correlation was observed between compressive strength and splitting tensile strength (R² = 0.8419), confirming the effectiveness of the combined use of CCA and fiberglass fibers in simultaneously enhancing the mechanical properties of concrete.
Co-Authors Adhi herdiaman Herman Alfhi Iskandar Alfhi Marhamatunnisya Andika Fikri Ramadhan ANDRI ARTHONO Andriansyah . Bangga Futra Al Fiqry Diana Fika Aulia Diki kirana Sugandi Dwi Agung Wahyudi Eddy Suhendra Eki Nugraha Eko Wahyu Utomo Elkhi Seftiarki Ramadhan Galuh Ramadhan Mangku Praja Gerdy Lukman Gilang Ramadhan Gugum Gumilar Hedy Rahadian Hennie Husniah Ignatius Sudarsono Indah Arlini Iqbal Irvani Ikhsan Irma Damayanti Muhammad Rizki Megantara Rahmi Fallah Rd Arasheila Ramanya Rd. Octavia Maryanche Sujana Reza Agung Nurjaman Riri Amelia Siegfried Siegfried Siegfried Syafier Sudarsono Sudarsono Thopan Ahmad Pratama Todo Mulya Wili Wildan Yanuarko Ramadhan