Answer the following questions – showing in order, complete and correct handwritten solutions. Use one bond paper perproblem and follow necessary formats.1. Refer to the pile shown in the figure. Estimate the side resistance when K = 1.3 and 8'=0.8ØConcrete pile356 mm x 356 mmLoose sanddi = 30y= 17.5 kN/m12 mDense sandd = 42"y = 18.5 kN/m2. Consider a pipe pile havıng an outside diameter of 500mm. The embedded length of the pile in layered saturated clayIs 22m. The followng are the details of the subsoil:Cu, kPaDepth from ground surface(m)Saturated unit weight, kN/m30-316253-10174310-301885Compute for the pile tıp capacıty bya) Meyerhof's andb) Vesic's 3. A dnven closed-ended pile, circular in cross section, is shown.Calculate the following.a. The ultimate point load using Meyerhof's procedure.b. The ultimate point load using Vesıc's procedure. Take ,= 50.c. An approximate ultımate point load on the basıs of parts (a) and (b).d. The ultımate frictional resistance Qs, K= 1.4; 8'=0.8Ø'e. The allowable load of the pile (use FS= 4).y = 15.7 kN/m= 32°c' = 03 mGroundwatertable- 18.2 kN/mYsat6' = 32°c' = 03 mYat - 19.2 kN/m³' = 40"c' = 015 m381 mm

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Answer the following questions – showing in order, complete and correct handwritten solutions. Use one bond paper problem and follow necessary formats. 1. Refer to the pile shown in the figure. Estimate the side resistance when K = 1.3 and 8'=0.8Ø Concrete pile 356 mm x 356 mm Loose sand di = 30 y = 17.5 kN/m 12 m Dense sand d = 42" y= 18.5 kN/m

Answer the following questions – showing in order, complete and correct handwritten solutions. Use one bond paper problem and follow necessary formats. 1. Refer to the pile shown in the figure. Estimate the side resistance when K = 1.3 and 8'=0.8Ø Concrete pile 356 mm x 356 mm Loose sand di = 30 y = 17.5 kN/m 12 m Dense sand d = 42" y= 18.5 kN/m

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Pile Foundation

Section: Chapter Questions

Problem 18.14P: A steel pile (H-section; HP 360 1.491; see Table 18.1) is driven into a layer of sandstone The...

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