Daya Dukung Tiang

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Daya Dukung Tiang dari Data uji Lapangan Standard Penetration Test

Korelasi nilai Kohesi dengan nilai N-SPT

2/3 N

Korelasi antara nilai sudut geser dalam terhadap N-SPT

INTERPRETASI DATA SPT Menentukan Konsistensi Tanah Berdasarkan Tabel Klasifikasi

Contoh hasil penyelidikan tanah lapangan (Standard Penetration Test) Penampang lingkaran: diameter luar = 60 cm diameter dlm = 50 cm E = 20.000.000 kPa I = 0.0032921 m4 A = 0.08635 m2

Berapa kedalaman Tiang jika P ijin adalah 75 ton (SF = 2.5) ????? Gunakan APILE v 3 !!!!

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