4. A flexible foundation is shown below, determine the immediate settlement below the center of the foundation. Assume the thickness of the soil below the foundation is 20 meters. Following is the variation of the modulus of the soil below the foundation. Es (kN/m²) Depth below the foundation(m) 0-4 4-8 8-20 >20 1.2m 10000 8000 12000 ∞ 90 = BXL = 2m x 2m Us = 0.3 150kPa
4. A flexible foundation is shown below, determine the immediate settlement below the center of the foundation. Assume the thickness of the soil below the foundation is 20 meters. Following is the variation of the modulus of the soil below the foundation. Es (kN/m²) Depth below the foundation(m) 0-4 4-8 8-20 >20 1.2m 10000 8000 12000 ∞ 90 = BXL = 2m x 2m Us = 0.3 150kPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:4. A flexible foundation is shown below, determine the immediate settlement below the center
of the foundation. Assume the thickness of the soil below the foundation is 20 meters.
Following is the variation of the modulus of the soil below the foundation.
Es (kN/m²)
Depth below the
foundation(m)
0-4
4-8
8-20
>20
1.2m
10000
8000
12000
∞
90
=
BXL = 2m x 2m
Us = 0.3
150kPa
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