Q/ Given: The ultimate bearing capacity of the soil foundation = 264 kPa The Fs) of the bearing capacity failure 3 Required: Angle of internal friction (p) 72 kN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q/ Given: The ultimate bearing capacity of the soil foundation = 264 kPa
The Fs) of the bearing capacity failure =3
Required: Angle of internal friction (@)
72 kN
Sand
S = 0
y = 16 kN/m
yc = 24 kN/m
Sand
30
28
16
20
Transcribed Image Text:Q/ Given: The ultimate bearing capacity of the soil foundation = 264 kPa The Fs) of the bearing capacity failure =3 Required: Angle of internal friction (@) 72 kN Sand S = 0 y = 16 kN/m yc = 24 kN/m Sand 30 28 16 20
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