A column foundation (Figure P6.9) is 3 m X 2 m in plan. Given: D,-1.5 m, ф, 25°, c,-70 kN/m2. Using Ea. (6.28) and FS 3, determine the net allowable load [see Eq. (6.24)] the foundation could carry. 6.9 γ = 17 kN/m3 1.5 m 1 m Groundwater level | 7sat-= 19.5 kN/m3 3 m × 2 m FIGURE P6.9
A column foundation (Figure P6.9) is 3 m X 2 m in plan. Given: D,-1.5 m, ф, 25°, c,-70 kN/m2. Using Ea. (6.28) and FS 3, determine the net allowable load [see Eq. (6.24)] the foundation could carry. 6.9 γ = 17 kN/m3 1.5 m 1 m Groundwater level | 7sat-= 19.5 kN/m3 3 m × 2 m FIGURE P6.9
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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subject : Geotechnical Design
Book : PRINCIPLE OF FOUNDATION ENGINEERING
![A column foundation (Figure P6.9) is 3 m X 2 m in plan.
Given: D,-1.5 m, ф, 25°, c,-70 kN/m2. Using
Ea. (6.28) and FS 3, determine the net allowable load
[see Eq. (6.24)] the foundation could carry.
6.9
γ = 17 kN/m3
1.5 m
1 m
Groundwater level
|
7sat-= 19.5 kN/m3
3 m × 2 m
FIGURE P6.9](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4993b414-a52b-4318-b981-fb4926dbe79c%2F20514021-d08b-4199-82d3-67faafbff62e%2Fcaiod7a.jpeg&w=3840&q=75)
Transcribed Image Text:A column foundation (Figure P6.9) is 3 m X 2 m in plan.
Given: D,-1.5 m, ф, 25°, c,-70 kN/m2. Using
Ea. (6.28) and FS 3, determine the net allowable load
[see Eq. (6.24)] the foundation could carry.
6.9
γ = 17 kN/m3
1.5 m
1 m
Groundwater level
|
7sat-= 19.5 kN/m3
3 m × 2 m
FIGURE P6.9
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