Report - Seminar Nasional Teknik Sipil 3repository.warmadewa.ac.id/480/1/14.SENATS 3-2019.pdf12-30 36,10 0 kPa direct shear 30-60 41,98 0 kPa Sumber: Rifa’i, Basoka and Faris (2018) 2.3 Kapasitas

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