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All Journal Construction and Material Journal
Elvirandra, Laura
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Civil Engineering, Building, Construction & Architecture

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ANALISIS NUMERIK UNTUK MEMPREDIKSI DAYA DUKUNG PONDASI DANGKAL PADA TANAH LUNAK DENGAN DAYA DUKUNG RENDAH Elvirandra, Laura; Hamzah Fansuri, Muhammad; Dharma Saputra, Pungky; Hasanah, Mauliyatul; Citra Asokawati, Fajrina
Construction and Material Journal Vol. 6 No. 2 (2024): Construction and Material Journal Vol. 6 No. 2 November 2024
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v6i2.6519

Abstract

This research aims to determine the types and dimensions of shallow foundations that are effectively used on difficult soils with low bearing capacity. The selection of foundation types and dimensions is based on the allowable ultimate bearing capacity to support the superstructure of a building. The analysis used Terzaghi's theory with Standard Penetration Test data. This study used a size of 0.30 m in width and 1.0 m in length. The groundwater table is located 6.0 meters from the ground surface. The next variations of width are 0.35 m and 0.4 m. Results of this study show that the most effective type of foundation was a palm foundation type with a width of 0.4 m. The analysis indicated that the width of the foundation was 0.4 m, and the groundwater level was 1.0 m below the base. The ultimate bearing capacity value is 148.16 kN/m²; the carrying capacity of the permit was 49.39 kN/m² with a column total load of 19.76 kN.
Co-Authors Citra Asokawati, Fajrina Dharma Saputra, Pungky Hamzah Fansuri, Muhammad Hasanah, Mauliyatul