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The equation for computing immediate settlement “Si = μ0μ1 q B ( 1-μ2/Es )” was proposed by _____
- a)Janbu
- b)Bjerrum
- c)Kjaernsli
- d)All of the mentioned
Correct answer is option 'D'. Can you explain this answer?
Most Upvoted Answer
The equation for computing immediate settlement “Si = μ0μ1...
In 1966, Janbu, Bjerrum, and Kjaernsli have proposed the following equation for computing the immediate settlement:
Si = μ0μ1 q B (1-μ2/Es).
Si = μ0μ1 q B (1-μ2/Es).
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The equation for computing immediate settlement “Si = μ0μ1...
The equation for computing immediate settlement can be expressed as:
S = (C × H × γ) / (1 + e₀)
Where:
S = immediate settlement (in units)
C = coefficient of compressibility (in units)
H = height of the fill or load (in units)
γ = unit weight of the soil (in units)
e₀ = initial void ratio of the soil (dimensionless)
This equation calculates the settlement of a soil mass due to the application of a load or fill. It takes into account the compressibility of the soil, the height of the load, the unit weight of the soil, and the initial void ratio.
S = (C × H × γ) / (1 + e₀)
Where:
S = immediate settlement (in units)
C = coefficient of compressibility (in units)
H = height of the fill or load (in units)
γ = unit weight of the soil (in units)
e₀ = initial void ratio of the soil (dimensionless)
This equation calculates the settlement of a soil mass due to the application of a load or fill. It takes into account the compressibility of the soil, the height of the load, the unit weight of the soil, and the initial void ratio.
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