Daya Dukung Bore Pile T. XLSX

Title Daya Dukung Bore Pile T.
Author Sayidati Muslikah
File Size 14 KB
File Type XLSX
Total Downloads 837
Total Views 881

Summary

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 ...


Description

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...


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