PERBANDINGAN ANALISIS KAPASITAS DUKUNG FONDASI TIANG DENGAN CARA STATIS DARI UJI PENETRASI SONDIR DAN CARA DINAMIS

ANA RUFAIDA (2008) PERBANDINGAN ANALISIS KAPASITAS DUKUNG FONDASI TIANG DENGAN CARA STATIS DARI UJI PENETRASI SONDIR DAN CARA DINAMIS. S1 thesis, Universitas Muhammadiyah Yogyakarta.

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Abstract

Hasil penelitian menunjukan kapasitas dukung fondasi tiang dengan metode meyerhof menghasilkan kapasitas dukung yang lebih besar dengan metode wesly

Item Type: Thesis (S1)
Uncontrolled Keywords: PENETRASI SONDIR
Divisions: Fakultas Teknik > Teknik Sipil S1
Depositing User: Unnamed user with email robi@umy.ac.id
Date Deposited: 08 Feb 2022 08:48
Last Modified: 08 Feb 2022 08:48
URI: https://etd.umy.ac.id/id/eprint/22323

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