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a canak is excavator to a depth of 5m below gl c= 1.5t/square m saturated density = 2t/cumes if stability no is 0.1 then. factor of saftey is
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Friction Circle Method in Excavation Stability Analysis

The Friction Circle Method is commonly used in civil engineering to analyze the stability of excavations. It takes into account the soil parameters, such as cohesion, angle of internal friction, and soil density, to determine the factor of safety of the excavation.

Factors Affecting Excavation Stability

Several factors influence the stability of an excavation, including:
- Soil properties: The cohesion and angle of internal friction of the soil determine its shear strength.
- Soil density: The density of the soil affects its weight and stability.
- Depth of excavation: The deeper the excavation, the higher the lateral pressure exerted by the soil.
- Saturated density: The density of saturated soil is usually higher than that of unsaturated soil due to water content.

Determining the Factor of Safety using the Friction Circle Method

The Friction Circle Method involves calculating the factor of safety (FS) using the following equation:

FS = (C + tan φ) / (γH + σv)

Where:
- C is the cohesion of the soil
- φ is the angle of internal friction of the soil
- γ is the unit weight of the soil
- H is the depth of the excavation
- σv is the vertical effective stress

Step-by-step Analysis

To analyze the stability of an excavation using the Friction Circle Method, follow these steps:

1. Determine the soil properties: Obtain the values for cohesion (C), angle of internal friction (φ), and unit weight (γ) of the soil from laboratory tests or empirical correlations.

2. Calculate the vertical effective stress (σv): σv can be determined using the equation σv = γH, where H is the depth of the excavation.

3. Calculate the factor of safety (FS): Substitute the values of C, φ, γ, H, and σv into the equation FS = (C + tan φ) / (γH + σv).

4. Compare the factor of safety: If the calculated factor of safety is greater than the required factor of safety (usually 1.5 or higher), the excavation is considered stable. Otherwise, additional measures such as slope stabilization or ground improvement techniques should be implemented to increase the factor of safety.

Conclusion

The Friction Circle Method is a widely used approach to assess the stability of excavations. By considering the soil properties, depth of excavation, and other factors, it provides a quantitative measure of the factor of safety. This analysis helps engineers make informed decisions regarding the design and construction of excavations, ensuring the safety and stability of the surrounding structures and personnel.
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a canak is excavator to a depth of 5m below gl c= 1.5t/square m saturated density = 2t/cumes if stability no is 0.1 then. factor of saftey is Related: Friction Circle Method?
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