Latihan.xlsx
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g (kN/m3) f' c'
16.5 30 0
g sat f' c'
19.3 kN/m3 30 0
gw
9.81
Ko 1 sin f ' Ko
0.5 Z 0 2.5 2.5 2.5
Area 1 Area 2 Area 3 Area 4
so' kN/m2) 0 41.25 64.975
sh' (kN/m2) 0 20.625 32.4875 24.525
25.78125 85.9375 51.5625 64.453125 14.828125 12.35677083 30.65625 25.546875 122.828125 188.2942708 1.532989866 m Pusat tekanan diukur dari bawah sheet pile (point O)
Ka tan 2 ( 45 f1' / 2) g (kN/m3) 102 lb/ft3 f' 30 c' 0 Ka 0.333333 g sat f' c' Ka gw
121 lb/ft3 36 0 0.259616 62.4
Depth (z) s'o Ka s'a u 0 0 0.333333 0 10 1020 0.333333 340 10 1020 0.259616 264.8085 20 1606 0.259616 416.9436 Area 1 Area 2 Area 3 Area 4
10 1700 10 2648.085 10 760.6754 10 3120 8228.76 lb/ft
0 0 0 624
16.5 30 0
g sat f' c'
19.3 kN/m3 30 0
gw
9.81
Ko 1 sin f ' Ko
0.5 Z 0 2.5 2.5 2.5
Area 1 Area 2 Area 3 Area 4
so' kN/m2) 0 41.25 64.975
sh' (kN/m2) 0 20.625 32.4875 24.525
25.78125 85.9375 51.5625 64.453125 14.828125 12.35677083 30.65625 25.546875 122.828125 188.2942708 1.532989866 m Pusat tekanan diukur dari bawah sheet pile (point O)
Ka tan 2 ( 45 f1' / 2) g (kN/m3) 102 lb/ft3 f' 30 c' 0 Ka 0.333333 g sat f' c' Ka gw
121 lb/ft3 36 0 0.259616 62.4
Depth (z) s'o Ka s'a u 0 0 0.333333 0 10 1020 0.333333 340 10 1020 0.259616 264.8085 20 1606 0.259616 416.9436 Area 1 Area 2 Area 3 Area 4
10 1700 10 2648.085 10 760.6754 10 3120 8228.76 lb/ft
0 0 0 624
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