2. A 20 m long steel pile with 0.50 m diameter is driven into layered clay soils as shown inthe figure.20m2m6m10m2mw.t.KCu = 35 kN/m²Yt18.0 kn/m³' = 0°LL = 55, PL = 32Cu = 45 kN/m²Yt = 18.3 kn/m³' = 0°LL 52, PL = 34Cu = 50 kN/m²Y = 18.5 kn/m³' = 0°LL = 50, PL = 38B=0.22a=0.702-0.15B=0.27a=0.75-0.18B-0.32a 0,90X=0,20a. Determine the end bearing capacity if Nc = 8.b. Determine the frictional resistance.c. Determine the allowable load the FS = 3.0.ITIALCu = 35 kN/m²Yt = 17.8 kn/m³' = 0°LL = 55, PL = 32

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A 20 m long steel pile with 0.50 m diameter is driven into layered clay soils as shown in the figure. 20m 2m 6m 10m 2m w.t. N Cu = 35 kN/m² Yt 18.0 kn/m³ ' = 0° LL = 55, PL = 32 Cu = 45 kN/m² Yt 18.3 kn/m³ ' = 0° LL=52, PL = 34 Cu = 50 kN/m² Y = 18.5 kn/m³ $' = 0° LL = 50, PL = 38 B=0.22 a=0.70 λ=0.15 B=0.27 a=0.75 -0.18 B=0.32 a 0,90 X=0,20 a. Determine the end bearing capacity if Nc = 8. b. Determine the frictional resistance. C. Determine the allowable load if the FS = 3.0. Cu = 35 kN/m² Y = 17.8 kn/m³ o' = 0° LL = 55, PL = 32

A 20 m long steel pile with 0.50 m diameter is driven into layered clay soils as shown in the figure. 20m 2m 6m 10m 2m w.t. N Cu = 35 kN/m² Yt 18.0 kn/m³ ' = 0° LL = 55, PL = 32 Cu = 45 kN/m² Yt 18.3 kn/m³ ' = 0° LL=52, PL = 34 Cu = 50 kN/m² Y = 18.5 kn/m³ $' = 0° LL = 50, PL = 38 B=0.22 a=0.70 λ=0.15 B=0.27 a=0.75 -0.18 B=0.32 a 0,90 X=0,20 a. Determine the end bearing capacity if Nc = 8. b. Determine the frictional resistance. C. Determine the allowable load if the FS = 3.0. Cu = 35 kN/m² Y = 17.8 kn/m³ o' = 0° LL = 55, PL = 32

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.4P

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