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Salehudin Salehudin
Fakultas Teknik, Jurusan Teknik Sipil, Universitas Mataram
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Law, Crime, Criminology & Criminal Justice Library & Information Science Mathematics Public Health Social Sciences Transportation

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Journal : SADE Jurnal Arsitektur, Planologi dan Teknik Sipil

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Analisis Stabilitas Dinding Penahan Tanah Model Kantilever Sungai Sesaot Kabupaten Lombok Barat Salehudin; Rohani; Hasyim
SADE : Jurnal Arsitektur, Planologi dan Teknik Sipil Vol 1 No 2 (2021): SADE Oktober 2021
Publisher : Program Studi Arsitektur Fakultas Teknik Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (367.869 KB) | DOI: 10.29303/sade.v1i2.17

Abstract

The condition of the watershed (DAS) in the Sesaot forest area is still classified as good based on the assessment of the PALA method and the Flow Persistence Model. The Sesaot forest area is the upstream area of ​​the Jangkok sub-watershed. This analysis aims to obtain the results of the design of a retaining wall with a cantilever model with concrete and river stone materials with different height variations according to topographic conditions in each cross-section, as well as a Cost Budget Plan (RAB) with standard unit price analysis for the year area. 2021. Hydrological analysis shows that:, flood discharge using the Nakayasu method for a 100 year return period is 39,937 m3/s, with a maximum flood probability of 141,769 m3/s. Fragmental Method (Conventional Muskingum Method) with a cut-off distance of 20 km from the zero point of the watershed, overflowing flood over Spilwai Sesaot weir of 10.64 m3/s. Sectional analysis from STA 0 - 65 using retaining wall made of limestone, STA 65 to 100 retaining wall of cantilever type reinforced concrete with K225 quality. STA 100 - 400 type retaining wall combined between soil retaining wall type cage lever concrete and river stone. The amount of the budget plan is estimated at Rp.1,058,491,500.00 (One Billion Fifty-Eight Million Four Hundred Ninety-One Thousand Five Hundred Rupiah).
Co-Authors ANID SUPRIYADI Anid Supriyadi Bambang Harianto Didi S. Agustawijaya Hartana Hartana Hasyim, Hasyim Heri Sulistiyono Hidayat, Syamsul Humairo Saidah I Dewa Gede Jaya Negara I DEWA GEDE JAYA NEGARA I Gde Putu Warka I Wayan Suteja I WAYAN YASA I Wayan Yasa I.B. Giri Putra IAO Suwati Sideman Lalu Dwiki Axela Andriawan Lalu Wirahman Lilik Hanifah Made Mahendra Muh Bagus Budianto Ni Putu Ira Sintia Kurnianti Nurun Ainudin Rohani Suparjo Suparjo Suryawan Murtiadi Suryawan Murtiadi Syamsul Hidayat Yusron Saadi