A 300 mm diameter steel pipe pile with 10 mm wall thickness is to be driven to a depth of 15 m in a stiff clay having ET = 100 MPa. The side friction capacity, ΣfnAs, is 750 kN and the toe bearing capacity, q'nAt, is 210 kN. The expected service load will be 310 kN. Using the Fleming simplified method, compute the expected settlement. Assume fn is constant along the length of the pile.

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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

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A:

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

A: This question is from geotechnical engineering

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A: Ka=1-sinϕ1+sinϕ=1-sin 301+ sin 30⇒Ka=0.33also,Kp=1+sinϕ1-sinϕ=1+sin 301-sin 30⇒Kp=3…

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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.

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Q: Please round to the nearest Hundredth (i.e., 0.01). No Comma! A square pile, 21 m long is driven…

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Q: A group of piles as shown on the figure has a cross section of 0.30 m x 0.30 m. It has a total…

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Q: A rectangular pile (0.52 x 0.82 m) is driven in a clayey soil arrangement composed of two different…

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Q: For the pile distribution below, determine the load Pp that the red pile will receive, in Ton. P =…

A: Step 1

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Q: Question A pile of 0.50 m diameter and of length 10 m is embedded in a deposit of clay. The…

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Q: concrete pile 1S.24 m long haVing fully embedded in a saturated clay layer for which y = 19.02…

A: Capacity of the pile shaft  isQ=∑ αCuPLusing tableα=0.54…

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A: We know here to Derive a formula to calculate the normal stress in any section x.

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.