(b) Determine ultimate carrying capacity of pile of dia. 0.3m and length 10m driven into sandy soil of given SPT data. Take y= 17 kN/m2 and o= 30°. N-value 10 12 12 18 18 20 Depth (m} 1.5m 3m 4.5m 6m 9m 12m

(b) Determine ultimate carrying capacity of pile of dia. 0.3m and length 10m driven into sandy soil of given SPT data. Take y= 17 kN/m2 and o= 30°. N-value 10 12 12 18 18 20 Depth (m} 1.5m 3m 4.5m 6m 9m 12m

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter12: Pile Foundations

Section: Chapter Questions

Problem 12.22P

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Question

Assume bearing capacity factor.

(b) Determine ultimate carrying capacity of pile of dia. 0.3m and
length 10m driven into sandy soil of given SPT data. Take
kN/m² and é= 30°.
17
N-value
10
12
12
18
18
20
Depth (m)
1.5m
3m
4.5m
6m
9m
12m

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