Skripsi

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

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Penilaian

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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.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
1307000541	T115772	T1157722012	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1157722012

Publisher

Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2012

Collation

xii, 60 hlm.; ill.; tab.; 28 cm.

Language

Indonesia

ISBN/ISSN

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Classification

721.107

Content Type

Text

Media Type

unmediated

Carrier Type

unspecified

Edition

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Subject(s)

Prodi Teknik Sipil
Pondasi bangunan

Specific Detail Info

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Statement of Responsibility

Furika

Other version/related

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