Perbandingan Daya Dukung Fondasi Bored Pile Metode Reese & Wright Dan Program Geo5 Pada Perencanaan Gedung Rumah Sakit Universitas Muhammadiyah Surakarta

Fachrudin, Muhammad Aqshal Maulana and , Qunik Wiqoyah, S.T., M.T. (2022) Perbandingan Daya Dukung Fondasi Bored Pile Metode Reese & Wright Dan Program Geo5 Pada Perencanaan Gedung Rumah Sakit Universitas Muhammadiyah Surakarta. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

The University of Muhammadiyah Surakarta Hospital Building Project which consists of two main buildings, namely Building A and Building B along with one MEEP building, the Mushola. In this project, drill tests have been carried out at five points. From the five points that have been drilled, two zones of hard soil depth have been achieved, namely in zone 1, a depth of 14 m has been obtained and in zone 2, a depth of 28 m has been obtained. This planning was carried out in Building A at a depth of 6 meters by re-planning the bored pile foundation with a diameter variation of 0.6; 0.7 ; 0.8 meters using manual calculations and the Geo5 program which aims to determine the difference in pile bearing capacity with manual calculations and the Geo 5 program, pile descent, and pile cap and bored pile reinforcement designs in the hospital building of the University of Muhammadiyah Surakarta. The results of manual calculations obtained a single pile bearing capacity of 980.54 kN for a diameter of 0.6 m; 1225.65 kN for 0.7 m diameter; 1497.85 kN for a diameter of 0.8 m, the bearing capacity of the pile group is 9482.54 kN for a diameter of 0.6 m; 9660.51 kN for 0.7 m diameter; 8354.46 kN for a diameter of 0.8 m. Geo5 software obtained a single pile bearing capacity of 1035.57 kN for a diameter of 0.6 m; 1298.91 kN for 0.7 m diameter; 1588.19 kN for a diameter of 0.8 m, the bearing capacity of the pile group obtained is 10014.73 kN for a diameter of 0.6 m; 10237.98 kN for 0.7 m diameter; 8858.32 kN for a diameter of 0.8 m. Selected poles with a diameter of 0.8 m. The drop in single and group piles was 3,989 cm and 7,462 cm, respectively. The design of pile cap reinforcement to withstand Mx moments uses D22-110 for main reinforcement and D16-110 for split reinforcement. Meanwhile, to hold the My moment, I used D22-80 for the main reinforcement and D16-110 for the split reinforcement. Drill pile reinforcement design 14D22 for longitudinal reinforcement and D16-160 for spiral shear reinforcement

Item Type:	Thesis (Skripsi)
Uncontrolled Keywords:	Bored Pile, Kapasitas Dukung, Penurunan Tiang, Geo5
Subjects:	T Technology > TA Civil Engineering
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	MUH AQSHAL MAULANA FACHRUDIN
Date Deposited:	24 Nov 2022 02:28
Last Modified:	24 Nov 2022 02:28
URI:	http://eprints.ums.ac.id/id/eprint/105997

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