eposit of medium sand with φ= 35° and ϒ = 19kn/m3. The water table lies at 2.0 m below ground level. Estimate the

Q: A rectangular pile (0.5 x 0.5 m.) is driven in a clayey soil arrangement composed of two different…

A: Please refer the attached image for complete solution. THANK YOU.

Q: Q4) For the pile-soil system shown in Fig. (4), estimate the required pile length to carry an…

A: Given Data:Load = 24kN.For dense sandγsat=21kN/m3ϕ=40°ks=1.5

Q: A 20 m long concrete pile with a rectangular cross section of 460 mm x 460 mm fully embedded in sand…

A:

Q: safe load carrying capacity of the pile

A: Given data,  Emprical factor=2.5 cmFOS= 6Length,l= 8 mDiameter,d= 0.2 m Driven with a 20 KN drop…

Q: Consider a precast concrete pile that is 0.505 m X 0.505 m in cross section driven in a homogeneous…

A: The following are the given information, Pile Cross section = 0.505 m x 0.505 m Homogeneous sand…

Q: The length of the pile required for the above design load

A: This question is from geotechnical engineering

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A:

Q: A 12 inch diameter concrete pile is to be driven into a clay deposit as shown in Figure 2. The…

A:

Q: A rectangular pile (0.67 x 0.5 m.) is driven in a clayey soil arrangement composed of two different…

A:

Q: Question 12 A rectangular pile (0.65 x 0.53 m.) is driven in a clayey soil arrangement composed of…

A:

Q: 2. Consider a group of 450 mm x 450 mm reinforced concrete piles were driven into thick loose sand…

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Q: A timber pile of length 8 m and diameter 0.2 m is driven with a 20 kN drop hammer, falling freely…

A: Given- Length L= 8 mdia D=0.2 mW=20 kNheight h=1.5 m=150 cmC=2.5 cmFOS=6It is needed to find the…

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A:

Q: A concrete pile is 15 m long and has 406 mm diameter circular cross section. The pile is fully…

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Q: A rectangular pile (0.91 x 0.54 m.) is driven in a clayey soil arrangement composed of two different…

A: To determine the allowable load that the pile can carry.   The bearing capacity of a pile is…

Q: A 0.5 x 0.5m square concrete pile is to be driven in a homogeneous clayey soil having undrained…

A: given- 0.5 m×0.5 m,Cu=50 kPa,g=18 kN/m3,design capacity=500 kN,α=0.75.FOS=2.

Q: 13) A cylindrical pile of diameter 0.3 m is driven to a depth of 15 m in to an NC clay as shown in…

A: Given; Diameter of pile (d) =0.3 m Depth of the pile (l) = 15 m Factor of safety (Fs) = 3

Q: A 16 in diameter, 55 ft long drilled displacement pile is to be constructed in the following soil…

A: Calculate the Toe Bearing capacity: The construction method for DD piles does not provide any…

Q: rectangular pile (0.54 x 0.63) is driven in clayey soil arrangement composed of two different…

A:

Q: A group of piles are arranged as shown in the figure. The piles are square in section with sides…

A: Given Side of pile (S) =400 mm = 0.4 m  Spacing between the piles = 1.8 m  Length of pile (L) =18 m…

Q: A square pile group of 9 piles passes through a recently filled up material of 3.5 m depth. The…

A: A square pile group of 9 piles,Depth of pile = 9 m,Depth of soil fill =3.5 m,Diameter of the pile=30…

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…

A:

Q: 63.A timber pile of length 8m and diameter of 0.2m is driven with a 20 kN drop hammer, falling…

A: Using Engineering News formula

Q: Q-4: A precast concrete pile of size 50 cm x 50 cm is to be driven into clay strata whose unconfined…

A:

Q: A timber pile of length 8m and diameter of 0.2m is driven with a 20 kN drop hammer, falling freely…

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Q: A concrete pile with 20 m embedded length having 50 cm diameter is driven into a homogeneous…

A: Cohesion Cu=30 kN/m2Length of the pile=20 mDiameter of the pile=0.50 mSafe load=150 kNTo Find-The…

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A:

Q: 63.A timber pile of length 8m and diameter of 0.2m is driven with a 20 kN drop hammer, falling…

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: d. The ultimate fnctional resistance Qs, K= 1.4; 8'-0.8Ø e. The allowable load of the pile (use FS=…

A: The values of k  and properties of soil are given

Q: [12.13] A concrete pile 406 mm × 406 mm in cross section is shown in Figure P12.13. Calculate the…

A:

Q: A prestressed concrete pile, 438 mm in diameter, is to be driven in a clayey soil. The pile has a…

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Q: Problem 1. A 12-m-long 356-mm-diameter concrete pile is shown in Figure below. Estimate the…

A: ###Allowable Bearing Capacity of soil for pile in  Cohesionless Soil###

Q: A 0.30-m square prestressed concrete pile is to be driven in a clayey soil as shown in figure. Use…

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A: Solution:

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Q: A square pile of 25 cm x 25 cm in size and 10 Im long is driven in a uniform clay of large depth.…

A: Given data, Size of square pile = 25cm = 0.25m Length of pile (L) = 10m qu = 100kPa Adhesion factor…

Q: A rectangular pile (0.5mx0.83m) is driven in a clayey soil arrangement composed of two different…

A:

Q: A concrete pile 458 mm by 458 mm square cross section is embedded in a saturated clay. The length…

A: Given data- A concrete pile 458 mm by 458 mm square cross-section. Saturated clay. The length of 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.