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Paksitya Purnama Putra
Jurusan Teknik Sipil, Fakultas Teknik, Universitas Jember; Jl. Kalimantan No.37 Sumbersari Jember, Indonesia.
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

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Journal : journal of comprehensive science

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Analisa Rancangan Perkuatan Lereng Sungai Tipe Gravitasi Rohadi Budi Prasetyo, Slamet; Tria Saputri, Titis; Nurtjajaningtyas, Indra; Purnama Putra , Paksitya
Journal of Comprehensive Science Vol. 3 No. 11 (2024): Journal of Comprehensive Science (JCS)
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59188/jcs.v3i11.2717

Abstract

The soil retaining wall is one of the reinforcements used to prevent landslides on the slope. Therefore, in planning, good analysis and calculation are needed to be able to bear the burden safely. At the research site, there is a slope of the plengsengan that has only been built for one month and has experienced a landslide. To prevent more severe landslides on this slope, it is necessary to design appropriate and effective slope reinforcement. The analysis of the use of the right type of reinforcement and its design will be carried out in this study in accordance with the requirements of SNI geotechnical 8640:2017. The results of the study show that gravity-type soil retaining walls are more suitable to be applied to strengthen the river slope. The design that has been designed has met several stability, namely safety against bollards (FK boling = 2.4), safety against shear (FK shear = 3.71), and safety against soil carrying capacity (FK carrying capacity = 7.54). The overall slope stability was carried out with the help of the Rocscience Slide program and obtained a slope stability safety factor value of 1.933.
Co-Authors Achmad Fajar Shodiq Achmad Fajar Shodiq Ahmad Riyasyul Huda Aiman Syarifuddin Zaein Akhmad Hasanuddin Alfin Kristyanto Anik Ratnaningsih Anisa Umi Tressiana Anita Trisiana, Anita Arti, Farikha Mualida Nafi Asa Dina Safitri Ayu Dwi Lestari Ayu Dwi Lestari Bagus Firman Mahardika Bagus Rahmat Hidayat Celia Nindy Carisa Celia Nindy Carisa Damayanti, Elok Darmawan, Muhammad Rifki Dedy Pratama1, Dimas Devi Naning Dimas Dedy Pratama1 Dwi Nurnanto Dwi Nurtanto Eka Patriyandi Oktavian Endah Nurhidayah Fahir Hassan Fatmawati, Risma Eka Firman Firman Ganesha, Khalid Pijar Hadi Hamid Abdullah Haeruddin Haeruddin Hendriantono, Satriawan Hernu Suyoso Holis Nurshinta Ibrahim, Muhammad Fahmi Indra Nurtjahjaningtyas Intan Nuraini Irishwanda Sari Jojok Widodo Soetjipto Krisnamurti Kusuma, Dian Natalia Lestari, Rini Trisno Luqman Hakim Luthfi Amri Wicaksono Luthfi Amri Wicaksono Luthfi Amri Wicaksono Ma'ruf, Mokhamad Farid Maliq, Tatang Maulana Moch. Wahyudi Riskyanto Moch. Wahyudi Riskyanto Mokhammad Farid Ma'ruf Muhaimul Azziis Arfiansyah Muhammad Ari Ridwansyah Muhammad Fahmi Ibrahim Muhammad Rifki Darmawan Nurtjajaningtyas, Indra Prasetyo, Slamet Rohadi Budi Pratomi, Ghaizka Reyhan Rasta Darmawan, Raffio Rendra Kurniawan Restu Farina Rohmawati Retno Utami A Wiyono Ridwansyah, Muhammad Ari Rikarda, Raden Denisio Edwin Rina Zusianti Rindang Alfiah Rini Trisno Lestari Risky Andika Purnama Riyasyul Huda, Ahmad Rizal Mutowaf Al Fatah Rohadi Budi Prasetyo, Slamet Rohmawati, Restu Farina Saifuridzal Saifuridzal Saifurridzal, Saifurridzal Sela Marselina Septiandri, Rohmahillah Aviskanasya Sholeh Huda Taufiqurohman Subagio, Hari Tasya Afkarina Tria Saputri, Titis Trisno Lestari, Rini Utama, Farrel Indryasmara Viola, Balqis Okta Widianto, Rio Wiwik Yunarni Widiarti Wulan Anggarita, Ovilia Wulandari, Diah Ayu Restuti Yuliana Sukarmawati Zahra Agny Noorlaela Zahra Hikmah Hayati