PERENCANAAN PONDASI PADA BANGUNAN PACKER (STUDI KASUS : MESIN PACKER PT.SEMEN BATURAJA)

UTAMI, TRI RUSYDA and Dewi, Ratna (2012) PERENCANAAN PONDASI PADA BANGUNAN PACKER (STUDI KASUS : MESIN PACKER PT.SEMEN BATURAJA). Undergraduate thesis, Sriwijaya University.

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Abstract

Pile foundation is one kind of the foundation in common use, which serves to distribute the load structure coated hard soil that has a high carrying capacity that is located deep enough in the ground. The purpose of this thesis to calculate the bearing capacity of pile test results sondir and drill testing will then be determined and the plan dimensions of the pile foundation pile a safe and proportional to the axial load and lateral work. As for the calculation of bearing capacity of pile testing sondir point S.05 = 211.374 tons, S.06 = 212.905 tons, and drill testing B.03 = 243.438 tons. Determination of the number of poles is planned pole 3 pole and 5 pole 500x500 mm diameter that have a depth of 9 m. Thick pilecap used by 1.5 m and use the main reinforcement with a diameter of 12 mm.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Pondasi bangunan
Subjects:	T Technology > TH Building construction > TH1-9745 Building construction
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Mrs Furika Furika
Date Deposited:	11 Jul 2023 05:32
Last Modified:	11 Jul 2023 05:32
URI:	http://repository.unsri.ac.id/id/eprint/115772

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