QUESTION #2 A rectangular foundation (B x 1.2B) has to be constructed as shown in Figure. Assume that y-17 kN/m³, Ysat = 20 kN/m³, D1-300, D2-340, Dr 2 m, and Dw = 1 m. The gross allowable load with FS = 4 is 750 kN. Determine the size of the foundation by using general bearing capacity equation. Use: Meyerhof's bearing capacity and depth factors, DeBeer's shape factors. Qall 1.0 m 1.0 m G.W.L B x 1.2B Y = 17.0 kN/m³ c=0 = 30° Ysat = 20.0 kN/m² c = 0 kN/m² $2= 34°
QUESTION #2 A rectangular foundation (B x 1.2B) has to be constructed as shown in Figure. Assume that y-17 kN/m³, Ysat = 20 kN/m³, D1-300, D2-340, Dr 2 m, and Dw = 1 m. The gross allowable load with FS = 4 is 750 kN. Determine the size of the foundation by using general bearing capacity equation. Use: Meyerhof's bearing capacity and depth factors, DeBeer's shape factors. Qall 1.0 m 1.0 m G.W.L B x 1.2B Y = 17.0 kN/m³ c=0 = 30° Ysat = 20.0 kN/m² c = 0 kN/m² $2= 34°
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 9.15P
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![QUESTION #2
A rectangular foundation (B x 1.2B) has to be constructed as shown in Figure. Assume that y-17
kN/m³, Ysat = 20 kN/m³, D1-30°, D2-340, De 2 m, and Dw = 1 m. The gross allowable load with
FS = 4 is 750 kN. Determine the size of the foundation by using general bearing capacity equation.
Use: Meyerhof's bearing capacity and depth factors, DeBeer's shape factors.
Qall
1.0 m
1.0 m
G.W.L
B x 1.2B
Y = 17.0 kN/m²
c=0
$1 = 30°
Ysat = 20.0 kN/m²
c = 0 kN/m²
$2= 34°](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fda1c3e88-9a5c-4e68-9367-a15e4fbc2f2c%2F15dca5ad-bd56-4fd5-a120-631491134e4f%2F55nhud1_processed.jpeg&w=3840&q=75)
Transcribed Image Text:QUESTION #2
A rectangular foundation (B x 1.2B) has to be constructed as shown in Figure. Assume that y-17
kN/m³, Ysat = 20 kN/m³, D1-30°, D2-340, De 2 m, and Dw = 1 m. The gross allowable load with
FS = 4 is 750 kN. Determine the size of the foundation by using general bearing capacity equation.
Use: Meyerhof's bearing capacity and depth factors, DeBeer's shape factors.
Qall
1.0 m
1.0 m
G.W.L
B x 1.2B
Y = 17.0 kN/m²
c=0
$1 = 30°
Ysat = 20.0 kN/m²
c = 0 kN/m²
$2= 34°
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