JAYU APRIADI PRATAMA, NIM 112015055 (2021) ANALISA DAYA DUKUNG BORED PILE KELOMPOK PADA PROYEK PEMBANGUNAN JEMBATAN DESA SINAR HARAPAN KECAMATAN TUNGKAL JAYA KABUPATEN MUSI BANYUASIN PIER 1. Skripsi thesis, universitas muhammadiyah palembang.

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Abstract

ABSTRACK The construction of the Sinar Harapan Village Bridge, Tungkal Jaya District, Musi Banyuasin Regency, South Sumatra Province is planned to use a bored pile foundation measuring 60 cm with a distance of 120 cm between poles and a pile length of 15 m. Bored pile foundation is a type of deep foundation that functions to support the load on it and distribute it to soil in accordance with safe and economical criteria. The analysis of the bearing capacity of the foundation is carried out by taking into account the data of soil investigation, the load carried by the foundation, the dimensions of the pile, the quality of the concrete and the depth of the foundation. One of the important factors that affect the bearing capacity of the bored pile pile group is the distance between the piles In this study, the carrying capacity of the pile group will be calculated based on the distance between the piles (s) using variations in the pile distance (s). This analysis was carried out using two different methods, namely the method of numerical analysis and analysis using the element method. The numerical method used in this study is the Mayerhof method (1956) while the element method is carried out using the ALLPILE v7 software. 3b full version to find out which variation is more efficient and to compare with the results of the analysis with the numerical method with the formulation of the problem of this researcher. Based on the results of the analysis carried out, the results of this study the carrying capacity of the pile group at point P1 with the Mayerhoff manual method obtained 490.73 kN and 595.71 kN allpile software, and after being varied with different pile sizes using allpile software, the most efficient value is obtained. when used. control point variation P1 Diameter 40 cm with a depth of 21 meters as many as 6 poles with a volume of 15.8256 m3 with a difference of 37.8% with the volume of the existing pile. Keywords: Bored pile of Tungkal Jaya sub-district group, Pier 1

Item Type:	Thesis (Skripsi)
Additional Information:	Muhammad Arfan,S.T.,M.T
Uncontrolled Keywords:	Bored pile of Tungkal Jaya sub-district group, Pier 1
Subjects:	Teknik Sipil > Teknik Fondasi
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	15 Nov 2021 05:54
Last Modified:	15 Nov 2021 05:54
URI:	http://repository.um-palembang.ac.id/id/eprint/19067

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