Article Per Year (5 Year)
p-Index From 2021 - 2026
0.23
P-Index
This Author published in this journals
All Journal Jurnal Penelitian Teknik Sipil Konsolidasi
Faisal Faisal
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology

Published : 1 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search

 1 
Alternatif Perancangan Konstruksi Penahan Tanah Jenis Corrugated Concrete Sheet Pile (CCSP): Studi Jl. Ir. Soekarno Hatta, Kota Bontang (sta 9+175 – sta 9+225) Faisal Faisal; Syahrul Sariman; Eka Yuniarto
Jurnal Penelitian Teknik Sipil Konsolidasi Vol. 4 No. 2 (2026): Jurnal Penelitian Teknik Sipil Konsolidasi, Mei 2026
Publisher : Program Studi Teknik Sipil Universitas Bosowa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56326/jptsk.v4i2.7253

Abstract

The slope stability along Ir. Soekarno Hatta Road in Bontang City is vulnerable to landslides due to steep topography, requiring a durable and effective retaining structure. This study aims to design an alternative slope stabilization method using Corrugated Concrete Sheet Pile as a safe and economical solution. The research applied a numerical approach, utilizing Standard Penetration Test data, boring logs, and soil parameters modeled through Plaxis two-dimensional software to analyze the safety factor of the existing slope and after installation of Corrugated Concrete Sheet Pile. Results indicate that the existing slope has a safety factor of 1.066 under fully saturated conditions, 1.325 under partially saturated, and 1.326 under dry conditions, all below the acceptable threshold. Implementation of Corrugated Concrete Sheet Pile type W-400 increased the safety factor to 2.33, with maximum deformation of 0.79 centimeters and a maximum bending moment of 12.91 kilonewtons per meter. The findings confirm that Corrugated Concrete Sheet Pile is effective for slope reinforcement, with implications for wider application in landslide-prone areas to improve infrastructure safety and reduce long-term construction costs.
Co-Authors Eka Yuniarto Syahrul Sariman