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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Teknik Sipil Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Rekayasa Sipil UNEJ e-Proceeding Jurnal Rekayasa Sipil dan Lingkungan JURNAL SIMETRIK BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil axial : jurnal rekayasa dan manajemen konstruksi JURNAL REKAYASA Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT) Extrapolasi Journal Of Khairun Community Services Prosiding Seminar Nasional Teknik Sipil UMS Jurnal Artesis
Luthfi Amri Wicaksono
Jurusan Teknik Sipil, Universitas Jember
Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Materials Science & Nanotechnology Social Sciences Transportation Other

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Perencanaan Perkuatan Lereng Menggunakan Geoframe di Jalan Raya Dampit-Lumajang Lafridha Alyazahari; Luthfi Amri Wicaksono; Dwi Nurtanto
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 10 No 1 (2022): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v10i1.2933

Abstract

A Landslide is the movement of soil mass or rock constituents down the slope due to disturbance of soil stability. One of the factors that affect soil stability is the rainy season as happened in Sumberwuluh Village, Candipuro District, Lumajang Regency. The alternative used to stabilize the slope is by changing the slope geometry, then adding geoframe reinforcement. This study aims to determine the value of the factor of safety (SF) of unreinforced slopes, after changing the slope geometry, and after being given geoframe reinforcement. The method used in analyzing slope stability is the Ordinary/Fellenius method. The results of the calculation of slope stability without reinforcement using the Rocscience Slide software obtained a SF of 0.719, while the manual calculation obtained a SF of 0.7191. The two values ​​of the safety factor are less than 1.25, which means that landslides often occur. The results of the calculation of slope stability after changing the geometry of the slopes obtained a SF of 0.828 where the value is less than 1.25 which means that landslides often occur. The slopes that have been changed geometry are added with geoframe reinforcement. The results of the calculation of slope stability using geoframe reinforcement obtained a SF of 1.315 where the value is more than 1.25 which means that landslides are rare or slope in a safe condition.
Co-Authors Achmad Fajar Shodiq Aflah Baihaqi Efendi Agusty Maulana Bramasta Ahmad Riyasyul Huda Akhmad Hasanuddin Alvina Praha Laili Anita Trisiana Anita Trisiana, Anita Arrazi, Shamer Darmawan, Muhammad Rifki Dwi Nurtanto Fajar Hardianto Fatmayati, Dwi Marta Ganesha, Khalid Pijar Hendriantono, Satriawan Indra Nurtjahjaningtyas Indra Nurtjahtjaningtyas Intan Kamila Adiba Januar Fery Irawan Krisnamurti Kusuma, Dian Natalia Lafridha Alyazahari Lestari, Rini Trisno Ma'ruf, Mokhamad Farid Moch. Wahyudi Riskyanto Muhamad Fatkhur Rohman Muhammad Rifki Darmawan Ningsih, Ana Crosita Paksitya Purnama Putra Pratomi, Ghaizka Reyhan Purnama Putra, Paksitya Rikarda, Raden Denisio Edwin Rina Zusianti Rini Trisno Lestari Riyasyul Huda, Ahmad Rizky Johan Adi Pratama Rohman, Muhamad Fatkhur Suwarno Suwarno Tasya Afkarina Tiara Maharani Trisno Lestari, Rini Utama, Farrel Indryasmara Wildan Faris Alamudi Wisnu Sadewa Febryawan Wulandari, Diah Ayu Restuti