Bored Pile Foundation Design at Project of Apartemen Taman Melati Yogyakarta

Nisa, Sholichatun and , Anto Budi Listyawan, S.T., M.Sc. (2020) Bored Pile Foundation Design at Project of Apartemen Taman Melati Yogyakarta. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Taman Melati Yogyakarta Apartment Project located on Prof. Dr. Sardjito No. 66 road, Terban Gondokusuman, Yogyakarta City. Taman Melati Yogyakarta Apartment Project is a new structure consisting of a 5-story building. Foundation work is one of the most important jobs in a construction, because the foundation has the function of bearing and holding all the loads that work on it. The soil layer in Taman Melati Yogyakarta Apartment Project is sand soil with a depth of ± 0 to 40 meters. Groundwater level at that location is 14,50 meters. The foundation used in this final project is the bored pile foundation with a diameter of 0,4 m and 0,7 m at a depth of 12 m. The objective of the project are analyze the load of the upper structure that works, calculating the amount of bearing capacity of the bored pile foundation, and analyze the dimensions and reinforcement design of pile cap and bored pile foundation. Research method that used are collecting data and study literature. Based on the results of the upper structure analysis used SAP2000 program get value of largest axial load (P) 3779,897 kN. The bearing capacity of a single bored pile used Reese and Wright method (1977) with diameter of 0,4 m obtained value of 2108,134 kN and diameter of 0,7 m obtained value of 4338,414 kN. The pile for diameter 0,4 m needed are 4 piles where the bearing capacity of group piles is 3871,555 kN and for diameter 0,7 m needed are 2 piles where the bearing capacity of group piles is 4289,926 kN. The pile cap based on SNI 2847-2013 used dimension 2,20 x 2,20 x 1,30 m and 3,80 x 1,70 x 1,30 m. The x-direction and y-direction obtained D25-110 for the main reinforcement and D19-110 for the stirrup reinforcement. The bored pile analysis used SP column program, for diameter 0,4 m need main reinforcement 6-D20 with the reinforcement area is 1884 mm2 and for diameter 0,7 m need main reinforcement 16-D20 with the reinforcement area is 5024 mm2. The stirrup reinforcement analysis based on SNI 2847-2013 for diameter 0,4 m obtained Ø10-150 and for diameter 0,7 m obtained Ø10-300.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	Bearing Capacity, Bored Pile, Foundation, Pile Cap, Reinforcement
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	SHOLICHATUN NISA
Date Deposited:	11 Nov 2020 02:52
Last Modified:	11 Nov 2020 02:52
URI:	http://eprints.ums.ac.id/id/eprint/87056

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