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Unit Weight of Soil given Round Footing and Bearing Capacity Calculator

Unit Weight of Soil Formula:

\[ \gamma = \frac{q_s - ((1.3 \times C_r \times N_c) + (\sigma_{round} \times N_q))}{0.5 \times N_\gamma \times B_{round} \times 0.6} \]

N/m³

1. What is Unit Weight of Soil Calculator?

Definition: This calculator estimates the unit weight of soil based on bearing capacity factors and footing dimensions for round footings.

Purpose: It helps geotechnical engineers and construction professionals determine soil properties needed for foundation design.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ \gamma = \frac{q_s - ((1.3 \times C_r \times N_c) + (\sigma_{round} \times N_q))}{0.5 \times N_\gamma \times B_{round} \times 0.6} \]

Where:

  • \( \gamma \) — Unit weight of soil (N/m³)
  • \( q_s \) — Bearing capacity (Pa)
  • \( C_r \) — Cohesion of soil (Pa)
  • \( N_c, N_q, N_\gamma \) — Bearing capacity factors
  • \( \sigma_{round} \) — Effective surcharge (Pa)
  • \( B_{round} \) — Width of footing (m)

Explanation: The formula calculates soil unit weight by considering bearing capacity, cohesion, surcharge, and footing dimensions.

3. Importance of Unit Weight Calculation

Details: Accurate unit weight estimation is crucial for foundation design, slope stability analysis, and earthwork calculations.

4. Using the Calculator

Tips: Enter all required values with ±5% tolerance. Default values are provided for bearing capacity factors based on typical soil conditions.

5. Frequently Asked Questions (FAQ)

Q1: What are typical values for bearing capacity factors?
A: For cohesive soils: Nc≈1.93, Nq≈2.01, Nγ≈1.6. These vary with soil type and friction angle.

Q2: How is effective surcharge determined?
A: It's the vertical stress at footing base level from overlying soil layers or surface loads.

Q3: What units should I use?
A: Use consistent units: Pascals for pressure/stress, meters for dimensions, N/m³ for unit weight.

Q4: Why the 1.3 and 0.6 factors?
A: These account for shape factors (1.3 for round footings) and the 0.6 factor adjusts for three-dimensional effects.

Q5: When would results be inaccurate?
A: For non-homogeneous soils, highly anisotropic conditions, or when soil properties vary significantly with depth.

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