(Q4): For the soil profile shown in figure (2) find the difference in stress in (kPa) at point located at a depth (10m) under the center of the circular foundation when using the below formulas and when using the approximation method 1 Ao, = 91 [(*/½)° + 1] Dia4m q0.21 N/mm N.G.S Sand 3m G.-2.6 W.L e0.7 G-2.7 Clay 5m Clayey - Sand e0.45 G-2.68

Principles of Foundation Engineering (MindTap Course List)
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ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter10: Mat Foundations
Section: Chapter Questions
Problem 10.11P
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o T ☺ ť
(Q4): For the soil profile shown in figure (2) find the difference in stress in (kPa)
at point located at a depth (10m) under the center of the circular foundation when
using the below formulas and when using the approximation method
1
Ao, = q
[(R/2)* + 1]
Dia4m
q0.21 N/mm
N.G.S
Sand
e0.8
G.-2.6
3m
W.L
e0.7
G-2.7
5m
Clayey - Sand
e045
G.-2.68
مر ر ل لأعلى لاستعراض الفلاتر
إضافة شرح. ..
mum <
II
Transcribed Image Text:o T ☺ ť (Q4): For the soil profile shown in figure (2) find the difference in stress in (kPa) at point located at a depth (10m) under the center of the circular foundation when using the below formulas and when using the approximation method 1 Ao, = q [(R/2)* + 1] Dia4m q0.21 N/mm N.G.S Sand e0.8 G.-2.6 3m W.L e0.7 G-2.7 5m Clayey - Sand e045 G.-2.68 مر ر ل لأعلى لاستعراض الفلاتر إضافة شرح. .. mum < II
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