1. A rectangular foundation measuring 4 ft x 6 ft is constructed on a layered system consisting of two clay layers. The D;= 10 ft (shown as H₁), H₂ = 5 ft, and the material properties for the clay layers are shown below. Considering a factor of safety of 3, determine the gross allowable load (Qall) the foundation can carry. Clay Layer 1 Clay Layer 2 V₁ = 120 lb/ft³ V2 = 110 lb/ft³ Φ1 = 0 Φ2 = 0° c₁ =1,200 psf c₂ = 500 psf H₁ H2 BxL Layer 1 V1 Φι * V2 Layer 2 Φι

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. A rectangular foundation measuring 4 ft x 6
ft is constructed on a layered system
consisting of two clay layers. The D;= 10 ft
(shown as H₁), H₂ = 5 ft, and the material
properties for the clay layers are shown
below. Considering a factor of safety of 3,
determine the gross allowable load (Qall)
the foundation can carry.
Clay Layer 1
Clay Layer 2
V₁ = 120 lb/ft³
V2 = 110 lb/ft³
Φ1 = 0
Φ2 = 0°
c₁ =1,200 psf c₂ = 500 psf
Transcribed Image Text:1. A rectangular foundation measuring 4 ft x 6 ft is constructed on a layered system consisting of two clay layers. The D;= 10 ft (shown as H₁), H₂ = 5 ft, and the material properties for the clay layers are shown below. Considering a factor of safety of 3, determine the gross allowable load (Qall) the foundation can carry. Clay Layer 1 Clay Layer 2 V₁ = 120 lb/ft³ V2 = 110 lb/ft³ Φ1 = 0 Φ2 = 0° c₁ =1,200 psf c₂ = 500 psf
H₁
H2
BxL
Layer 1
V1
Φι
*
V2
Layer 2
Φι
Transcribed Image Text:H₁ H2 BxL Layer 1 V1 Φι * V2 Layer 2 Φι
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