1. Refer the Fig. 1. Estimate the side resistance Qs bya. Meyerhof's method. K= 1.5 and d'= 0.6 ØCoyle and Castello's methodb.Concrete pile460 mm x 450 mmILoose sand20 m0', -30°Y=18.6 kN/m³TEDense sand0₂-42*Y-18 6 kN/m²Fig. 1

Size of the concrete pile:- D= 460mm k= 1.5 L= 20m To find: (a) side resistance Qs by Meyerhof's…

1. Refer the Fig. 1. Estimate the side resistance Qs by a. Meyerhof's method. K= 1.5 and 8' 0.6 Ø1 b. Coyle and Castello's method 20 m Concrete pile 460 mm x 450 mm Loose sand 0'; -30° Y=18.6 kN/m² 2564 Dense sand 13⁰ Fig. 1

1. Refer the Fig. 1. Estimate the side resistance Qs by a. Meyerhof's method. K= 1.5 and 8' 0.6 Ø1 b. Coyle and Castello's method 20 m Concrete pile 460 mm x 450 mm Loose sand 0'; -30° Y=18.6 kN/m² 2564 Dense sand 13⁰ Fig. 1

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter9: Pile Foundations

Section: Chapter Questions

Problem 9.2P: Refer to the pile shown in Figure P9.1. Estimate the side resistance Qs by Using Eqs. (9.40) through...

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Question

1. Refer the Fig. 1. Estimate the side resistance Qs by
a. Meyerhof's method. K= 1.5 and d'= 0.6 Ø
Coyle and Castello's method
b.
Concrete pile
460 mm x 450 mm
I
Loose sand
20 m
0', -30°
Y=18.6 kN/m³
TE
Dense sand
0₂-42*
Y-18 6 kN/m²
Fig. 1

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