1- Find the ultimate capacity of the pile below using A - Meyerhof B- Vesic C- Coyle and Castello with m = 600 using Eq 12.28

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1- Find the ultimate capacity of the pile below using
A – Meyerhof
B- Vesic
C– Coyle and Castello with m = 600 using Eq 12.28
0.46m xO.46m CancreTE iLE
LoosE SAND
Y,=18.6 Kal ha3
DENSE SAND Y=18.5 KN/3 1 2=42°
Transcribed Image Text:1- Find the ultimate capacity of the pile below using A – Meyerhof B- Vesic C– Coyle and Castello with m = 600 using Eq 12.28 0.46m xO.46m CancreTE iLE LoosE SAND Y,=18.6 Kal ha3 DENSE SAND Y=18.5 KN/3 1 2=42°
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