| qu Stronger soil a Ca Ca H cí S'A 8' Pp a' b' Weaker soil Y2 (a) Df Stronger soil H Yı Weaker soil Y2 (b)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Refer to Figure 5.9. For a continuous foundation in two-layered clay, given:
●● γ1 = 121 lb/ft3, cu(1) = 1000 lb/ft2, Φ1 = 0
●● γ2 = 115 lb/ft3, cu(2) = 585 lb/ft2, Φ2 = 0
●● B = 3 ft, Df = 1.65 ft, H = 1.65 ft
Find the gross allowable bearing capacity. Use a factor of safety of 3.

| qu
Stronger soil
a
Ca
Ca
H
cí
S'A
8'
Pp
a'
b'
Weaker soil
Y2
(a)
Df
Stronger soil
H
Yı
Weaker soil
Y2
(b)
Transcribed Image Text:| qu Stronger soil a Ca Ca H cí S'A 8' Pp a' b' Weaker soil Y2 (a) Df Stronger soil H Yı Weaker soil Y2 (b)
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