DAYA DUKUNG LATERAL PILE PANCANG MENGGUNAKAN METODE BROMS DAN SOFTWARE ALLPILE

Garnida, Hendra DAYA DUKUNG LATERAL PILE PANCANG MENGGUNAKAN METODE BROMS DAN SOFTWARE ALLPILE. Universitas Sangga Buana. (Unpublished)

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Abstract

ABSTRACT The foundation is one of the most important parts of the structure. The foundation must be able to withstand and continue the burden of the construction on it as well as the behavior of the soil around the foundation. The foundation carries not only axial loads but also sumbu horizontal loads and working moments. The sumbu horizontal load of the mast foundation can occur due to earthquake force, wind force on the upper structure, ship collision force and others. Therefore, the analysis of the sumbu horizontal carrying capacity of the foundation is important, so that the foundation construction is safe and efficient and can carry the existing sumbu horizontal load.This analysis uses two methods, namely the manual method using the Broms method and the method using allpile software where the results of the analysis emphasize the comparison of the results of both methods.Based on the results of the analysis obtained the sumbu horizontal carrying capacity of a single pile on the broms method is 98,026 kN and the result of Software Allpile is 90,000 kN while on the group pile using the broms method is 105,868 kN and allpile software is 98,300 kN the comparison of both methods on single pile and group piles below 10%. Keywords: Lateral Capacity, Broms Method, Allpile Software

Item Type: Other
Subjects: Jabatan Akademik > Jabatan Akademik Dosen > Hasil Penelitian Tidak Dipublikasikan
Divisions: Fakultas Teknik > Magister Teknik Sipil (S2)
Depositing User: Ketut Abimanyu Munastha
Date Deposited: 18 Apr 2023 07:05
Last Modified: 18 Apr 2023 07:05
URI: http://repository.usbypkp.ac.id/id/eprint/1832

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