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STUDI ALTERNATIF PERENCANAN PONDASI TIANG BOR (BORE PILE) PADA GEDUNG B HOTEL RAYZ MALANG

Wininda, Indana Else (2018) STUDI ALTERNATIF PERENCANAN PONDASI TIANG BOR (BORE PILE) PADA GEDUNG B HOTEL RAYZ MALANG. Bachelors Degree (S1) thesis, University of Muhammadiyah Malang.

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Abstract

The development of the construction today cannot be separated by planning accuracy on the whole. The construction foundation structure heavily needs the combination between dead load, live load, and earthquake based on SNI 03-1726-2012 using supporting application, such as statistical analysis. In the planning a foundation of bore pile, the consideration of physical characteristics of earth and load in the building structure. The foundation of bore pile is planned with the diameter of 70 cm and in the form of pile group by adjusting the depth of the earth of boring data log DB-1. Based on the calculation, the value of the single pile foundation is 96.877 tons per pile. According to the results, the most decrease is 0.1134 meters. The thickness of the pile cap is 1 m using the brace with a diameter of 22 mm and a distance of 100 mm. The foundation of bore pile employed primary brace with a diameter of 25 mm. The number of braces is eight times with a diameter 13 mm every 150 mm of bore pile length.

Item Type: Thesis (Bachelors Degree (S1))
Additional Information: 201410340311017
Uncontrolled Keywords: Bore Pile Foundation, Pile Cap and foundation reinforcement, Settlement, Soil Bearing Capacity
Subjects: T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Retno Widiyastuti Ika Wijaya
Date Deposited: 24 Jan 2019 04:48
Last Modified: 24 Jan 2019 04:48
URI : http://eprints.umm.ac.id/id/eprint/43597

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