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All Journal Rekayasa Sipil Publikasi Riset Orientasi Teknik Sipil (Proteksi) Jurnal Pengabdian Kolaborasi dan Inovasi IPTEKS SLUMP TeS : Jurnal Teknik Sipil
Asrul Saputra
Universitas Muhammadiyah Sorong
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Engineering Environmental Science Materials Science & Nanotechnology Social Sciences Transportation

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Journal : Rekayasa Sipil

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Alternatif Desain Perkerasan Jalan dan Perkuatan Lereng Longsor Asrul Saputra; Edy Purwanto; Miftahul Fauziah
Rekayasa Sipil Vol. 17 No. 2 (2023): Rekayasa Sipil Vol. 17 No. 2
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2023.017.02.11

Abstract

This study aims to provide an alternative design for flexible pavement and slope reinforcemen. To simplify the analysis process, this research will use the Geo5 program, the Kenpave program, the Bina Marga 2017, the Fellenius method, and the Wedge method. The results of alternative 3 flexible pavement designs are AC-WC 4 cm, AC-BC 5 cm, AC Base 6 cm, and LFA Class A 40 cm, with a load repetition value of 2.363.985 ESAL until deformation damage occurs at a service life of 20 years. For the soil nailing slope reinforcement design, the safe factor value is 1.90 ≥ 1.30 for the Wedge method calculation, and the safety factor value is 1.34 ≥ 1.30 for the results of the Geo5 program.
Co-Authors Alfina Maysyurah Didik Setyo Purwantoro Edy Purwanto Herlina Arifin Iqbal Jefrianus Klau M. Arief Ramadhan Miftahul Fauziah Muhammad Nur Fajar Muhammad Rusmin Pristianto, Hendrik Retno Puspa Rini Rokhman Rokhman Slamet Widodo