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Student number 1604429, A pile is fully embedded in a layer of cohesionless soil with unit...

Question:

student number 1604429A pile is fully embedded in a layer of cohesionless soil with unit weight y and $ = 30°. Calculate the ultimate bearing capac,

A pile is fully embedded in a layer of cohesionless soil with unit weight y and $ = 30°. Calculate the ultimate bearing capacity, skin friction, and the allowable load the pile can carry. INPUT DATA: Using your 7-digit Student ID, ABCDEFG (letters represent the digits), choose the input data as follows: Pile length=A x 15 m Pile x-section: Square if G is odd, Circular if G is even Size of the pile x-section (side if x-section is a square, diameter if x-section is circular)=0.C m (e.g. if C=3, the value you use will be 0.3 m. YOU GET THE IDEA) (Use another digit if C is zero) V=AB.C kN/m² (e.g. if A=1, B=2, C=3, the value you use will be 12.3 kN/mº) Ng = EF.G (e.g. if E=1, F=2, G=3, the value you use will be 12.3) K=1.D (e.g. if D=1, the K value you use will be 1.1) = (0.B). Factor of Safety=C (Use another digit if C is zero)

Answers

1= 15m Pile has Sphere Crossections Let us take shadow Side = 0.4m y = 16:0 km? . No: 42.9 K: 1.4 S: 10.614 0:6(30%) = 18 Let= ids = 13/0.1 km allowable load du fos = 2957.44 4 739.4 KM

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