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Layer layer 1.8m 1.9 м 2m 1: colosive 2: 3: 4: cclesite 5: cohesive. Cu = lo J = 19 = 30° =18 Q = 38⁰ 8=21 Cu 100 Cu = u
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answerhappygod
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Layer layer 1.8m 1.9 м 2m 1: colosive 2: 3: 4: cclesite 5: cohesive. Cu = lo J = 19 = 30° =18 Q = 38⁰ 8=21 Cu 100 Cu = u
Layer layer 1.8m 1.9 м 2m 1: colosive 2: 3: 4: cclesite 5: cohesive. Cu = lo J = 19 = 30° =18 Q = 38⁰ 8=21 Cu 100 Cu = ucc x=24 2.8m IL cohesion less Colesion less Cu = 10 3 кра y = 19 kN/m²³ = 30° x = 18 = 38° 8 = 21 C CU 100 le pa Y=23 Cu = 400 кра 8=24 pile diameter 1.05m 2 calculate pile length ( Considering axial load only use AS 2159 Max axial SLS 2790 kN/m² 3 KN/m³ KNIM³ r = 23 12N |m³ 3 shear SLS 390 load (KN) force (KN) ULS 570 ULS 4092