Article Per Year (5 Year)
p-Index From 2020 - 2025
2.757
P-Index
This Author published in this journals
All Journal Syntax Literate: Jurnal Ilmiah Indonesia JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Astonjadro AMALIAH: JURNAL PENGABDIAN KEPADA MASYARAKAT jurnal syntax admiration JURPIKAT (Jurnal Pengabdian Kepada Masyarakat) Jurnal Ilmiah Teknik Sipil Agregat Komposit : Jurnal Pengabdian Dan Pemberdayaan Masyarakat Retensi INERSIA
Surbakti, Rudianto
Politeknik Negeri Medan
Aerospace Engineering Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Dentistry Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Neuroscience Public Health Social Sciences Transportation Other

Published : 17 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search
Journal : Astonjadro

 1 
The Analysis of Lateral Deformation of Diaphragm Wall by Using 2-Dimensional Finite Element Method in Basement Construction of the BRI Tower Medan Putri, Vini Rizki Eka; Roesyanto, Roesyanto; Hasibuan, Gina Cynthia Raphita; Surbakti, Rudianto
ASTONJADRO Vol. 13 No. 3 (2024): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v13i3.16027

Abstract

Land availability for multi-storey buildings can be managed by constructing a multi-storey building with a basement. The basement construction of Menara BRI Medan is surrounded by office buildings. The soil is composed of sand, medium sand, clay silt, and gravel, resulting in the construction of a retaining wall comprised of a diaphragm wall 17,50 meters deep with a wall thickness of 0,60 meters. During the deep excavation work, the diaphragm wall was reinforced by temporary supports (strut). The strut installation consists of 2 layers with a distance of 3 meters in between struts. This minimizes the deformation that occurs. The lateral deformation was calculated using the finite element method in PLAXIS 2D with Mohr-Coulomb soil modeling at drill point BH-02. The deformation results in PLAXIS 2D will be compared with the on-site monitoring results by taking Inclinometer-I2 measurements. The result of the lateral deformation of the diaphragm wall from the analysis using PLAXIS 2D modeling was found to be 7,72 mm. In addition, the lateral deformation value from the monitoring results during the measurement of inclinometer-I2 on site was 7,55 mm. However, during the comparison between the deformation results in PLAXIS 2D and the monitoring results on site, discrepancies were identified due to alterations of parameters during the execution of the deep excavation work.
Co-Authors Ahmad Suandi, Nurul Aimi Binti Ahmad Tulus Kurniawan Al Qadry ANGGRAINI, RENI Baby Purba binti Abdul Hamid, Puan Shareenie Shera Boangmanalu, Eka Putra Dairi Citra Utami, Citra Fesul, Mohd Fuaad Bin Gina Cynthia Gina Cyntia Raphita Hasanul Arifin Purba Hasibuan, Gina Cynthia Raphita Juni Sartika Br Tarigan, pagit Kamil, Idham Muhammad Mabrur Novita Meysabed Sianturi, Fenny Nurhaflah Soraya Putri, Vini Rizki Eka Rahmadani Rahmadani RINI INDAHWATI Roesyanto Roesyanto Roesyanto Roesyanto Roesyanto, Roesyanto Salleh, Shuharzi Bin Md Siahaan, Djames Silalahi, Oktavia Ully Artha Simanungkalit, Erwinsyah Sitorus, Melvin Bismark Hamonangan Sitorus, Melvin Bismark Hamonangan Soraya, Nurhaflah Sundari, Risky Fajar Tika Ermita Wulandari Wan Mohamed, Nik Rozilaini Yunike Wulandari Br Tarigan