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Geotechnical Engineering
Angle of Inclination to Horizontal in Soil in Geotechnical Engineering Formulas
Angle of Inclination to Horizontal in Soil is defined as the angle measured from the horizontal surface of the wall or any object. And is denoted by i. Angle of Inclination to Horizontal in Soil is usually measured using the Degree for Angle. Note that the value of Angle of Inclination to Horizontal in Soil is always positive.
Formulas to find Angle of Inclination to Horizontal in Soil in Geotechnical Engineering
f
x
Angle of Inclination given Critical Slope Angle
Go
f
x
Angle of Inclination given Saturated Unit Weight
Go
f
x
Angle of Inclination given Vertical Stress and Saturated Unit Weight
Go
f
x
Angle of Inclination given Shear Strength and Submerged Unit Weight
Go
f
x
Angle of Inclination given Normal Stress Component
Go
f
x
Angle of Inclination given Shear Stress Component
Go
Geotechnical Engineering formulas that make use of Angle of Inclination to Horizontal in Soil
f
x
Major Stress during Shear Failure by Rankine Analysis
Go
f
x
Minor Normal Stress during Shear Failure by Rankine Analysis
Go
f
x
Depth of Footing given Major Normal Stress
Go
f
x
Ultimate Bearing Capacity provided Angle of Inclination from Horizontal
Go
f
x
Unit Weight of Soil given Angle of Inclination from Horizontal
Go
f
x
Depth of Footing given Angle of Inclination from Horizontal
Go
f
x
Cohesion of Soil given Angle of Inclination and Slope angle
Go
f
x
Height from Toe of Wedge to Top of Wedge given Factor of Safety
Go
f
x
Critical Slope Angle given Angle of Inclination
Go
f
x
Angle of Mobilized Friction given Critical Slope Angle
Go
f
x
Mobilized Cohesion given Angle of Mobilized Friction
Go
f
x
Height from Toe to Top of Wedge given Angle of Mobilized Friction
Go
f
x
Safe Height from Toe to Top of Wedge
Go
f
x
Unit Weight of Soil given Angle of Mobilized Friction
Go
f
x
Unit Weight of Soil given Safe Height from Toe to Top of Wedge
Go
f
x
Weight of Soil Prism given Saturated Unit Weight
Go
f
x
Inclined Length of Prism given Saturated Unit Weight
Go
f
x
Vertical Stress on Prism given Saturated Unit Weight
Go
f
x
Normal Stress Component given Saturated Unit Weight
Go
f
x
Shear Stress Component given Saturated Unit Weight
Go
f
x
Upward Force due to Seepage Water
Go
f
x
Unit Weight of Water given Upward Force due to Seepage Water
Go
f
x
Effective Normal Stress given Submerged Unit Weight
Go
f
x
Submerged Unit Weight given Effective Normal Stress
Go
f
x
Effective Normal Stress given Saturated Unit Weight
Go
f
x
Unit Weight of Water given Effective Normal Stress
Go
f
x
Normal Stress Component given Submerged Unit Weight and Depth of Prism
Go
f
x
Submerged Unit Weight given Upward Force
Go
f
x
Upward Force due to Seepage Water given Submerged Unit Weight
Go
f
x
Factor of Safety given Submerged Unit Weight
Go
f
x
Submerged Unit Weight given Factor of Safety
Go
f
x
Shear Strength given Submerged Unit Weight
Go
f
x
Shear Stress given Submerged Unit Weight
Go
f
x
Submerged Unit Weight given Shear Strength
Go
f
x
Factor of Safety for Cohesive Soil given Saturated Unit Weight
Go
f
x
Saturated Unit Weight given Factor of Safety for Cohesive Soil
Go
f
x
Submerged Unit Weight for Steady Seepage along Slope
Go
f
x
Cohesion of Soil given Saturated Unit Weight
Go
f
x
Critical Depth given Saturated Unit Weight
Go
f
x
Cohesion of Soil for Steady Seepage along Slope
Go
f
x
Saturated Unit Weight given Critical Depth
Go
f
x
Submerged Unit Weight given Critical Depth and Cohesion
Go
f
x
Saturated Unit Weight given Weight of Soil Prism
Go
f
x
Depth of Prism given Saturated Unit Weight
Go
f
x
Saturated Unit Weight given Vertical Stress on Prism
Go
f
x
Depth of Prism given Vertical Stress and Saturated Unit Weight
Go
f
x
Saturated Unit Weight given Normal Stress Component
Go
f
x
Depth of Prism given Normal Stress and Saturated Unit Weight
Go
f
x
Saturated Unit Weight given Shear Stress Component
Go
f
x
Depth of Prism given Shear Stress and Saturated Unit Weight
Go
f
x
Depth of Prism given Upward Force due to Seepage Water
Go
f
x
Depth of Prism given Submerged Unit Weight and Effective Normal Stress
Go
f
x
Depth of Prism given Effective Normal Stress
Go
f
x
Saturated Unit Weight given Effective Normal Stress
Go
f
x
Depth of Prism given Upward Force
Go
f
x
Saturated Unit Weight given Factor of Safety
Go
f
x
Saturated Unit Weight given Shear Strength
Go
f
x
Normal Stress Component given Submerged Unit Weight
Go
f
x
Submerged Unit Weight given Normal Stress Component
Go
f
x
Depth of Prism given Submerged Unit Weight
Go
f
x
Shear Stress Component given Submerged Unit Weight
Go
f
x
Submerged Unit Weight given Shear Stress Component
Go
f
x
Depth of Prism given Submerged Unit Weight and Shear Stress
Go
f
x
Factor of Safety for Cohesive Soil given Depth of Prism
Go
f
x
Cohesion given Submerged Unit Weight
Go
f
x
Submerged Unit Weight given Factor of Safety for Cohesive Soil
Go
f
x
Depth of Prism for Cohesive Soil given Submerged Slope
Go
f
x
Angle of Internal Friction given Factor of Safety for Submerged Slope
Go
f
x
Critical Depth given Submerged Unit Weight
Go
f
x
Submerged Unit Weight given Critical Depth
Go
f
x
Cohesion of Soil given Submerged Unit Weight
Go
f
x
Normal Stress Component given Vertical Stress
Go
f
x
Vertical Stress on Surface of Prism given Normal Stress Component
Go
f
x
Normal Stress Component given Unit Weight of Soil
Go
f
x
Unit Weight of Soil given Normal Stress Component
Go
f
x
Shear Stress Component given Vertical Stress
Go
f
x
Shear Stress Component given Unit Weight of Soil
Go
List of variables in Geotechnical Engineering formulas
f
x
Critical Slope Angle in Soil Mechanics
Go
f
x
Angle of Mobilized Friction
Go
f
x
Weight of Prism in Soil Mechanics
Go
f
x
Unit Weight of Soil
Go
f
x
Depth of Prism
Go
f
x
Inclined Length of Prism
Go
f
x
Vertical Stress at Point
Go
f
x
Submerged Unit Weight
Go
f
x
Angle of Internal Friction
Go
f
x
Saturated Unit Weight in Newton per Cubic Meter
Go
f
x
Shear Strength of Soil
Go
f
x
Shear Stress in Soil Mechanics
Go
f
x
Normal Stress in kp
Go
f
x
Vertical Stress at a Point in Kilopascal
Go
f
x
Ultimate Shear Stress
Go
f
x
Vertical Stress at a Point
Go
FAQ
What is the Angle of Inclination to Horizontal in Soil?
Angle of Inclination to Horizontal in Soil is defined as the angle measured from the horizontal surface of the wall or any object. Angle of Inclination to Horizontal in Soil is usually measured using the Degree for Angle. Note that the value of Angle of Inclination to Horizontal in Soil is always positive.
Can the Angle of Inclination to Horizontal in Soil be negative?
No, the Angle of Inclination to Horizontal in Soil, measured in Angle cannot be negative.
What unit is used to measure Angle of Inclination to Horizontal in Soil?
Angle of Inclination to Horizontal in Soil is usually measured using the Degree[°] for Angle. Radian[°], Minute[°], Second[°] are the few other units in which Angle of Inclination to Horizontal in Soil can be measured.
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