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Journal : Jurnal Ekonomi, Manajemen, Akuntansi

Analisis Penyelidikan Tanah Pembangunan Gedung Infrastuktur Fasilitas Laboratorium Pengolahan dan Pemurnian Mineral Lokal Strategies BRIN Tanjung Bintan Lampung Selatan Diana Suita; Johan Oberlyn Simanjuntak; M. Husni Malik Hasibuan; Simon Petrus Simorangkir
EKOMA : Jurnal Ekonomi, Manajemen, Akuntansi Vol. 3 No. 4: Mei 2024
Publisher : CV. Ulil Albab Corp

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56799/ekoma.v3i4.3695

Abstract

The results of the field analysis is obtained to show that the maximum resistance is found at a depth of more than 9.00 meters and referring to these results, the foundation for a 2 (two) storey building can use footing foundation at a depth of 2.0 - 3.0 meters. If the building is designed with a large enough load function, then another alternative is to use a mini pile foundation.