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All Journal Jurnal Ilmiah Pertanian Jurnal Teknik The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) Dinamisia: Jurnal Pengabdian Kepada Masyarakat SIKLUS: Jurnal Teknik Sipil Jurnal Infrastruktur Prokons: Jurnal Teknik Sipil JURNAL TEKNIK SIPIL UNAYA Mattawang: Jurnal Pengabdian Masyarakat Journal of Infrastructure and Civil Engineering CONSEN: Indonesian Journal of Community Services and Engagement Jurnal Pemberdayaan Sosial dan Teknologi Masyarakat Jurnal Pengabdian KOLABORATIF
Virgo Trisep Haris
Universitas Lancang Kuning
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PERENCANAAN DINDING PENAHAN TANAH DI PERUMAHAN MUTIARA PALAS PERMAI KELURAHAN RUMBAI BUKIT KECAMATAN RUMBAI KOTA PEKANBARU Fitridawati Soehardi; Juliper Marpaung; Virgo Trisep Haris
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 2 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i2.21967

Abstract

The cliff in the Mutiara Palas Indah housing estate, Rumbai Bukit sub-district, Rumbai sub-district, Pekanbaru City, which experienced a landslide at the end of 2019, was caused by quite heavy rain. So it is necessary to plan soil reinforcement using cantilever type retaining walls using reinforced concrete to avoid landslides, with the results of the analysis of the landslide area using the simplified bishop method, the safety factor on this cliff has (F = 1,388 ) after getting the factor value If it is safe, it is planned that the dimensions of the cantilever type retaining wall have a height (H) = 6 meters, a wall thickness (H1) = 0,6 meters, a soil height in front of the wall (H2) = 0,7 meters, a wall height from ground level H3) = 4,7 meters, width (B) = 3,6 meters, the width of the front wall tread (B1) = 1,2 meters, the thickness of the lower wall (B2) = 0,6 meters, and the wall thickness (B3) = 0,4 meters. Then the results obtained are stability against overturning Fgl =3,604 1,5 (okay), stability against shear Fgs =2,279 1,5 (okay), and stability against bearing capacity collapse F = 18,218 3 (okay).
Co-Authors Alfian Saleh, Alfian Amsal Manogu Sianturi Amsal Anggraini, Muthia Bayu Bastanta Tarigan Fadli Gunawan Fadrizal Lubis Fitridawati Soehardi, Fitridawati Hendri Rahmat Juliper Marpaung Lusi Dwi Putri, Lusi Dwi Marhayu Saadatun Nubuwah Muthia Anggraini Okta jefri hendra Randi Anggista Rendi Fahreza Risenal Nick Setiawan Shanti Wahyuni Megasari Vega Ervina Lase Widya Apriani