Title | Daya Dukung Bore Pile T. |
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Author | Sayidati Muslikah |
File Size | 14 KB |
File Type | XLSX |
Total Downloads | 837 |
Total Views | 881 |
Data Pondasi : - D = 400 mm = 0.4 m - L pile desain = 12000 mm = 12 m - L pile aktual = 6500 mm = 6.5 m Data Sondir Tanah : - h = 16.6 m (hasil sondir) - α = 0.55 (Menurut Reese dan Wright, 1977) - C = 1 ton/m2 Daya Dukung Tiang Bored Pile 12 m Qs = ∑2πr x ∆L x α.C = 2 x 3.14 x 0.2 m x 1 m x 0.55 x ...
Data Pondasi : - D = 400 mm = 0.4 m - L pile desain = 12000 mm = 12 m - L pile aktual = 6500 mm = 6.5 m Data Sondir Tanah : - h = 16.6 m (hasil sondir) - α = 0.55 (Menurut Reese dan Wright, 1977) - C = 1 ton/m2 Qs = x x = 2 x 3.14 x 0.2 m x 1 m x 0.55 x 1 ton/m2 = 1.256 m x 1 m x 0.55 ton/m2 = 0.6908 ton Qs = x x = 2 x 3.14 x 0.1 m x 6.5 m x 0.55 x 1 ton/m2 = 0.628 m x 6.5 m x 0.55 ton/m2 = 2.2451 ton -1.5543 Daya Dukung Tiang Bored Pile 12 m 2πr L α . C Daya Dukung Tiang Bored Pile 6.5 m 2πr L α . C...