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36 Piles are arranged in a square pattern which is embedded in the clayey soil. The shear strength at the base of the pile is 200 kN/m2 and the average shear strength over the depth of the pile is 130 kN/m2. If the Diameter and length of the pile are 0.4 m and 12 m respectively, the safe load that the pile group can carry will be _______ kN. Assume, centre to centre spacing between the pile = 0.8 m, Adhesion factor (α) = 0.50 and Factor of safety = 3
    Correct answer is between '14474,14478'. Can you explain this answer?
    Verified Answer
    36 Piles are arranged in a square pattern which is embedded in the cla...

    B = (n – 1)s + d
    B = (6 – 1) × 0.8 + 0.4
    B = 4.0 + 0.4 = 4.4 m
    Ultimate load carrying capacity of single pile:
    Qup = qb Ab + qs As
    Qb = base resistance of pile = 9c
    c = cohesion at base of the pile

    ϕ = 0° (clay)
    Sbase = c = 200 kN/m2
    qs = average skin friction resistance
    Qup = 1206.37 kN
    Ultimate load carrying capacity of pile group

     
    = 9 × 200 × (4.4)2 + 0.5 × 130 × 4 × 4.4 × 12
    Qug = 48576 kN
    Safe load on pile group = 

    So, safe load on pile group will be lesser of two. Hence safe load = 14476.44 kN
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    36 Piles are arranged in a square pattern which is embedded in the cla...
    AF) = 0.7, and Shape factor (SF) = 0.55.

    The safe load that a single pile can carry can be calculated using the formula:

    Safe Load = (Average Shear Strength) x (Area of the Pile Base)

    The area of the pile base can be calculated using the formula:

    Area of the Pile Base = π x (Diameter/2)^2

    Plugging in the given values:

    Area of the Pile Base = π x (0.4/2)^2 = 0.1256 m^2

    Safe Load (Single Pile) = 130 kN/m^2 x 0.1256 m^2 = 16.32 kN

    To calculate the safe load that the pile group can carry, we need to consider the interaction between the piles. The group efficiency factor (G.E.F.) can be calculated using the formula:

    G.E.F. = (1 + AF x SF) / (1 + AF)

    Plugging in the given values:

    G.E.F. = (1 + 0.7 x 0.55) / (1 + 0.7) = 0.8718

    The safe load that the pile group can carry can be calculated using the formula:

    Safe Load (Pile Group) = G.E.F. x (Number of Piles) x (Safe Load Single Pile)

    Plugging in the given values:

    Safe Load (Pile Group) = 0.8718 x 36 x 16.32 kN = 534.85 kN

    Therefore, the safe load that the pile group can carry is approximately 534.85 kN.
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    36 Piles are arranged in a square pattern which is embedded in the clayey soil. The shear strength at the base of the pile is 200 kN/m2and the average shear strength over the depth of the pile is 130 kN/m2. If the Diameter and length of the pile are 0.4 m and 12 m respectively, the safe load that the pile group can carry will be _______ kN. Assume, centre to centre spacing between the pile = 0.8 m, Adhesion factor (α) = 0.50 and Factor of safety = 3Correct answer is between '14474,14478'. Can you explain this answer?
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    36 Piles are arranged in a square pattern which is embedded in the clayey soil. The shear strength at the base of the pile is 200 kN/m2and the average shear strength over the depth of the pile is 130 kN/m2. If the Diameter and length of the pile are 0.4 m and 12 m respectively, the safe load that the pile group can carry will be _______ kN. Assume, centre to centre spacing between the pile = 0.8 m, Adhesion factor (α) = 0.50 and Factor of safety = 3Correct answer is between '14474,14478'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about 36 Piles are arranged in a square pattern which is embedded in the clayey soil. The shear strength at the base of the pile is 200 kN/m2and the average shear strength over the depth of the pile is 130 kN/m2. If the Diameter and length of the pile are 0.4 m and 12 m respectively, the safe load that the pile group can carry will be _______ kN. Assume, centre to centre spacing between the pile = 0.8 m, Adhesion factor (α) = 0.50 and Factor of safety = 3Correct answer is between '14474,14478'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for 36 Piles are arranged in a square pattern which is embedded in the clayey soil. The shear strength at the base of the pile is 200 kN/m2and the average shear strength over the depth of the pile is 130 kN/m2. If the Diameter and length of the pile are 0.4 m and 12 m respectively, the safe load that the pile group can carry will be _______ kN. Assume, centre to centre spacing between the pile = 0.8 m, Adhesion factor (α) = 0.50 and Factor of safety = 3Correct answer is between '14474,14478'. Can you explain this answer?.
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