ANALISA PERBANDINGAN DAYA DUKUNG PONDASI TIANG PANCANG KELOMPOK MENGUNAKAN METODE VESIC PADA PROYEK PEMBANGUNAN KAMPUS B UNIVERSITAS ISLAM NEGERI PALEMBANG
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Institusion
Universitas Muhammadiyah Palembang
Author
Berto Novarino, NIM.112014003
Subject
Konstruksi bawah tanah
Datestamp
2019-10-11 03:16:54
Abstract :
The function of pile foundation is to transfering the loads og construction Analysis of the building construction was done by using 3D structure modeling of ALLFILE soffware. Calculation of bearing capacity of pile per layer is from Standard Penetration Test (SPT) data based on Vessic. Due to ultimate bearing capacity of the piles, piling foundation with dimensions of diameter 35 cm has a large bearing capacity, so that it can carry the load that work on it. From the results of calculations, it is found that EXISTING permit is 1284.27 kN and the number of piles is 2 pieces. Based on the load on the piling foundation, the results obtained do not exceed the bearing capacity of ultimate piles making it safe to be used. Piling Foundation did not sustain to large settlement for pile cap obtained are different in accordance with the number of pile foundations underneath.
The function of pile foundation is to transfering the loads og construction Analysis of the building construction was done by using 3D structure modeling of ALLFILE soffware. Calculation of bearing capacity of pile per layer is from Standard Penetration Test (SPT) data based on Vessic. Due to ultimate bearing capacity of the piles, piling foundation with dimensions of diameter 35 cm has a large bearing capacity, so that it can carry the load that work on it. From the results of calculations, it is found that EXISTING permit is 1284.27 kN and the number of piles is 2 pieces. Based on the load on the piling foundation, the results obtained do not exceed the bearing capacity of ultimate piles making it safe to be used. Piling Foundation did not sustain to large settlement for pile cap obtained are different in accordance with the number of pile foundations underneath.
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