Article Per Year (5 Year)
p-Index From 2021 - 2026
0.23
P-Index
This Author published in this journals
All Journal Jurnal BATAS
Simorangkir, Simon Petrus Hamonangan
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Materials Science & Nanotechnology

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

Found 1 Documents
Search

 1 
ANALISIS PERBANDINGAN PERHITUNGAN DAYA DUKUNG TANAH DARI HASIL UJI SONDIR/CONE PENETRATION TEST (CPT) PADA PROYEK GEDUNG KPPN TANJUNG BALAI Ivan Kristian Wijaya Telaumbanua; Amir Hamzah; Simorangkir, Simon Petrus Hamonangan
Jurnal Bidang Aplikasi Teknik Sipil dan Sains (BATAS) Vol. 4 No. 2 (2025): MEI 2025
Publisher : Universitas Asahan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Infrastructure development in Indonesia, including in Tanjung Balai, requires careful planning to ensure adequate soil carrying capacity, so soil investigation is an important step in this process. This research aims to analyze the comparative calculation of soil bearing capacity from the results of the Sondir/Cone Penetration Test (CPT) on the KPPN Tanjung Balai Building project. The method used includes primary data collection through CPT testing at two location points, as well as analysis using the Meyerhof method, Schermann, and Terzaghi. The analysis results show that the soil bearing capacity value varies depending on the method used. On point 5,46S-01, calculation of soil bearing capacity using the method Meyerhof produces a value of 6.24 t, 12,44 t with method Schermann, And 7,12 t with method Terzaghi. Meanwhile, on point S-02, the soil bearing capacity value obtained is 5,15 t with method Meyerhof, 26,74 t with method Schermann, And 4,46 t with method Terzaghi.
Co-Authors Amir Hamzah Ivan Kristian Wijaya Telaumbanua