A pile of diameter 457 mm is fully embedded in a clay strata as shown in figure. C- 25 kN/m y= 16 kN/m C = 40 kN/m h -17 kN/m Clay Clay C = 90 kN/m Yat = 18 kN/m %3D Diameter = 457 mm Using a - method (A = 0.173 for 20 m embedment length) and neglecting the end bearing components, the ultimate load capacity is. kN. (Take Y, = 9.81 kN/m3) %3D

A pile of diameter 457 mm is fully embedded in a clay strata as shown in figure. C- 25 kN/m y= 16 kN/m C = 40 kN/m h -17 kN/m Clay Clay C = 90 kN/m Yat = 18 kN/m %3D Diameter = 457 mm Using a - method (A = 0.173 for 20 m embedment length) and neglecting the end bearing components, the ultimate load capacity is. kN. (Take Y, = 9.81 kN/m3) %3D

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Sheet-pile Walls

Section: Chapter Questions

Problem 18.15P: The tie rods from anchored sheet piles will be connected using a row of anchors, as shown in Figure...

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