Unit Weight of Soil Formula:
Definition: Unit weight of non-cohesive soil (like sand or gravel) is the weight per unit volume of soil, crucial for foundation design.
Purpose: This calculator determines the unit weight based on bearing capacity of strip footing and other soil parameters.
The calculator uses the bearing capacity formula:
Where:
Explanation: The formula calculates the soil unit weight needed to achieve the specified bearing capacity.
Details: Accurate unit weight estimation is essential for foundation design, slope stability analysis, and earthwork calculations.
Tips: Enter all required parameters. Default values are provided for bearing capacity factors. All values must be > 0.
Q1: What's a typical unit weight for non-cohesive soils?
A: Sandy soils typically range from 16-20 kN/m³, while gravelly soils range from 18-22 kN/m³.
Q2: How do I determine bearing capacity factors?
A: Factors depend on soil friction angle. Use tables or our Bearing Capacity Factor Calculator.
Q3: Why is effective surcharge important?
A: It accounts for overburden pressure from adjacent structures or soil layers above foundation level.
Q4: What if my soil is cohesive?
A: This calculator is for non-cohesive soils only. Different formulas apply for clayey soils.
Q5: How accurate are the results?
A: Results are theoretical estimates. Field tests (like SPT or CPT) provide more accurate values.