A 40 cm diameter concrete pile, is driven to a depth of 15 m in a deep deposit of clay having unconfined compressive strength of 80 kN/m². The design load carrying capacity of pile will be [Assume α = 0.8 and FOS = 3] (a) 648.42 kN (c) 432.28 KN 1) (b) 216.14 kN (d) 1296.84 kN

Q: Example 3 A 12 m prestressed concrete pile 450 mm square is installed in a clay with water table at…

A: given- 12 m prestressed concrete pile450 mm squareclay with water table at 5 m depthupper clay layer…

Q: Calculate the load bearing capacity of the pile shown in Figure Q5. Assume that it is a bored pile,…

A: Given, L = 18.5 m B = 0.60 m

Q: (a) Determine the allowable load-carrying capacity of the bored concrete pile for: embedded length =…

A:

Q: A solid steel pile (E = 200 GPa) with uniform diameter of 100 mm is driven into a soil layer and…

A: The given data is as follows: E=200 GPaDiameter of pile=100 mmVertical force=40 kNFrictional…

Q: Determine the base capacity of a square pile with a 0.4 m width and a 10 m length using Hansen's…

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Q: 12.1 A 1500 kN load was applied on two 20 m long and 500 mm diameter piles that were instrumented…

A:

Q: Determine the ultimate bearing load of the pile using Tomlinson for a 12.5-m closed-end steel pipe…

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

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Q: A solid circular concrete pile is to be driven into a clayey soil with the following properties:…

A: Cu1 = 40 kPa Length (L1) = 5 m unit weight (γ1) = 15 kN/m3 Cu2 = 50 kPa Length (L2) = 10 m unit…

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 16 m long, is driven in clay having an average unconfined…

A:

Q: In a 16 (4 x4) piles group, the pile diameter is 0.4 m and center to center spacing of piles in the…

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Calculation of Settlement

The vertical displacement of the structural foundation due to the loading from the superstructure is known as settlement. It is due to the reduction of air voids present in the soil. The amount of vertical displacement depends on the bearing capacity of the soil on which the foundation is laid. The effect of the settlement depends on the magnitude of settlement, uniformity, and the structural design of the structure. The maximum allowable settlement for residential and office buildings should be less than 18 mm, for industrial buildings, it is 38 mm and for commercial buildings, it is 25 mm.