If the soil profile is constructed with a rigid footing of 1.2 m x 1.2 m. It will carry a total vertical load of 1200 kN. If the influence factor is 0.89, compute the immediate settlement of the 1.2 m footing if the Poisson's ratio of the soil is 0.36 and the modulus of elasticity of the soil is 16,100 kPa.
If the soil profile is constructed with a rigid footing of 1.2 m x 1.2 m. It will carry a total vertical load of 1200 kN. If the influence factor is 0.89, compute the immediate settlement of the 1.2 m footing if the Poisson's ratio of the soil is 0.36 and the modulus of elasticity of the soil is 16,100 kPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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75 kPa
50% saturated
44%
228.0s
Awater.
table
1m
sand
G₁ = 2.65
4 m sand
"
e。 = 0.70
eo =0.9
5 m.
Ysat 19.22kN/m³
clay
GROW
LL -60%
Rock
If the soil profile is constructed with a rigid footing of
1.2 m x 1.2 m. It will carry a total vertical load of 1200
kN. If the influence factor is 0.89, compute the
immediate settlement of the 1.2 m footing if the
Poisson's ratio of the soil is 0.36 and the modulus of
elasticity of the soil is 16,100 kPa.
NOVANIES VILLAMOR's Response
48.115
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2053.6s
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