Degree Of Saturation Given Bulk Unit Weight And Degree Of Saturation Formula:
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Degree Of Saturation is the ratio of the volume of water to the volume of voids in a soil mass. It indicates how much of the void space is filled with water, ranging from 0 (completely dry) to 1 (fully saturated).
The calculator uses the Degree Of Saturation formula:
Where:
Explanation: This formula calculates the degree of saturation by comparing the difference between bulk and dry unit weights to the difference between saturated and dry unit weights.
Details: Degree of saturation is crucial in geotechnical engineering for understanding soil behavior, stability analysis, and predicting how soil will respond to changes in moisture content.
Tips: Enter all unit weights in N/m³. Ensure values are positive and that saturated unit weight is greater than dry unit weight to avoid division by zero errors.
Q1: What is the range of Degree Of Saturation values?
A: Degree of saturation ranges from 0 (completely dry) to 1 (fully saturated). Values greater than 1 indicate measurement errors.
Q2: How does Degree Of Saturation affect soil properties?
A: Higher saturation levels reduce soil strength, increase compressibility, and affect permeability and bearing capacity.
Q3: What is the difference between Bulk, Dry, and Saturated Unit Weights?
A: Bulk unit weight includes both solids and fluids; dry unit weight includes only solids; saturated unit weight is when all voids are filled with water.
Q4: When is this calculation most important?
A: Critical for slope stability analysis, foundation design, and earthwork construction where water content affects soil behavior.
Q5: What are typical values for different soil types?
A: Sandy soils typically have lower saturation degrees than clayey soils. Well-drained soils may have S values around 0.2-0.6, while poorly drained soils approach 1.0.