Article Per Year (5 Year)
p-Index From 2021 - 2026
0.23
P-Index
This Author published in this journals
All Journal Scripta Technica: Journal of Engineering and Applied Technology
Shobibur Rohman Zen
Universitas Islam Sultan Agung Semarang
Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Mechanical Engineering

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

Found 1 Documents
Search

 1 
Analisis Daya Dukung dan Penurunan Pondasi Dangkal dan Pondasi Dalam Diatas Tanah Lunak Shobibur Rohman Zen; Muhammad Edy Saputro; Rifqi Brilyant Arief
Journal of Engineering and Applied Technology Vol 2 No 1 (2026): : June: Scripta Technica: Journal of Engineering and Applied Technology
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65310/x5yesv60

Abstract

Soft soil in the Kaligawe Road area of Semarang is characterized by low bearing capacity and high compressibility, posing significant challenges in foundation planning for buildings. This study analyzes the bearing capacity and primary consolidation settlement of shallow foundations (spread footing) and deep foundations (pile foundation) on soft soil using SPT data from borehole BH-06 up to 60 m depth. Bearing capacity calculations were performed using the Meyerhof (1956) method for shallow foundations and the Meyerhof (1976) method for deep foundations, while primary consolidation settlement was calculated based on Terzaghi's consolidation theory with parameters Cc = 0.334 and e₀ = 1.347–1.410. The results indicate that the bearing capacity of deep foundations increases consistently with depth and pile diameter, with skin friction dominating the total bearing capacity. A settlement comparison at equivalent allowable bearing capacity values shows that shallow foundations produce the largest settlement (average Sc = 0.093 m), followed by deep foundations in a 2×2 configuration (average Sc = 0.063 m), while deep foundations in a 2×1 configuration yield the smallest settlement (average Sc = 0.037 m). Therefore, the 2×1 pile configuration is recommended as the most optimal foundation system for soft soil conditions at the study location.
Co-Authors Muhammad Edy Saputro Rifqi Brilyant Arief