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(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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
Transcribed Image Text:(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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