The ultimate load capacity of a 12 m long concrete pile of square cross section 600 mm x 600 mm driven into a homogeneous clay layer having undrained cohesion value of 50 kPa is 900 KN. If the cross-section of the pile is reduced to 400 mm x 400 mm and the length of the pile is increased to 20 m, the ultimate load carrying capacity will be

Q: A wooden pile is being driven with a drop hammer weighing 30 kN and having a free fall of 1 m. The…

A:

Q: A 14-in.-diameter steel pipe pile is driven 50 ft into overconsolidated clays having the following…

A: The ultimate bearing capacity of the pile is given by,

Q: A group of 16 piles is arranged in a square pattern. The pile diameter is 350 mm. The length of pile…

A: The diameter of each pile, Total number of pile, The center-to center distance of pile is 1 mThe…

Q: Q.19 A single pile, 60 cm in diameter and 15 m long, is driven in clay having an average unconfined…

A:

Q: Please only solve d

A: The objective of this question is to calculate the group capacity of the pile group, given that the…

Q: A single pile, 50 cm in diameter and 15 m long is driven in clay having an average unconfined…

A: Pile foundation case-Diameter d=50 cm=0.50 m,Length L=15 m,UCS qu=100 kPa,Shear mobilization factor…

Q: A single pile, 50 cm in diameter and 16 m long, is driven in clay having an average unconfined…

A:

Q: A pile is driven into the ground with a drop hammer weighing 1200 kg and having a free fall of 2.0…

A: Given data- Weight of drop hammer W=1200 kg, Free fall H=2 m=200 cm, Penetration S=1 cm, To Find-…

Q: For the (4 x 4) pile group as shown in the figure, the settlement of pile group, in a normally…

A:

Q: 12 m c=0 Y = 16.8 kN/m³ $ F = 1.4 Dr=0.80 = 35° -30.5 cm

A: Spacing= 2.5 m Angle of friction= 35°