M. Rizqi Ragel Fahrezi, NIM. 112019095 (2023) ANALISA DAYA DUKUNG PONDASI TIANG PANCANG MENGGUNAKAN METODE MAYERHOF DAN PDA TEST PADA JALAN TOL SEKSI I INDRALAYA – PRABUMULIH STA 60+250. Skripsi thesis, Universitas Muhammadiyah Palembang.

Text M. RIZQI RAGEL FAHREZI_SKRIPSI.pdf Restricted to Repository staff only Download (10MB)

Abstract

Before carrying out a construction development, the first thing that is carried out and carried out in the field is foundation work. The foundation is the lower structure of the building construction which is directly related to the ground and serves to transmit the forces or loads acting on the superstructure to the ground which is hard enough. Because of this function, the existence of the foundation cannot be ignored. Therefore it is necessary to calculate the bearing capacity of a good pile foundation to determine the strength of the pile. This study aims to compare the calculation of the bearing capacity of pile foundations using the Mayerhof method, and the PDA test on the toll road section I Indralaya – Prabumulih STA 60+250. The results of the calculation of the bearing capacity of the pile foundation on the toll road section I Indralaya – Prabumulih STA 60+250 are empirically the Mayerhof is 334.2 tons and the PDA Test is 327 tons with a difference of 2.2%. The use of piles with a diameter of 50 cm has an efficient bearing capacity value because it has a value of carrying capacity of piles that exceeds the carrying capacity of existing piles with a diameter of 60 cm which is equal to 167.1 tons with a depth of 24.53 m and has a volume value that is more efficient compared to the volume of the existing pile which is 4.8 m3 compared to the existing volume of 5.9 m3 Keywords: Toll road section I Indralaya – Prabumuih, Pile foundation bearing capacity, Mayerhof, PDA Test.

Item Type:	Thesis (Skripsi)
Subjects:	Teknik Sipil > Teknik Fondasi
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	14 Aug 2023 04:59
Last Modified:	14 Aug 2023 04:59
URI:	http://repository.um-palembang.ac.id/id/eprint/26138

Actions (login required)

View Item