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Geotechnical Engineering
Depth of Prism in Geotechnical Engineering Formulas
Depth of Prism is the length of prism along z direction. And is denoted by z. Depth of Prism is usually measured using the Meter for Length. Note that the value of Depth of Prism is always positive.
Formulas to find Depth of Prism in Geotechnical Engineering
f
x
Depth of Prism given Saturated Unit Weight
Go
f
x
Depth of Prism given Vertical Stress and Saturated Unit Weight
Go
f
x
Depth of Prism given Normal Stress and Saturated Unit Weight
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
Depth of Prism given Upward Force
Go
f
x
Depth of Prism given Submerged Unit Weight
Go
f
x
Depth of Prism given Submerged Unit Weight and Shear Stress
Go
f
x
Depth of Prism for Cohesive Soil given Submerged Slope
Go
f
x
Depth of Prism given Weight of Soil Prism
Go
f
x
Depth of Prism given Volume per Unit Length of Prism
Go
f
x
Depth of Prism given Vertical Stress on Surface of Prism
Go
f
x
Depth of Prism given Factor of Safety for Cohesive Soil
Go
Geotechnical Engineering formulas that make use of Depth of Prism
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 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
Saturated Unit Weight given Weight of Soil Prism
Go
f
x
Angle of Inclination given Saturated Unit Weight
Go
f
x
Saturated Unit Weight given Vertical Stress on Prism
Go
f
x
Angle of Inclination given Vertical Stress and Saturated Unit Weight
Go
f
x
Saturated Unit Weight given Normal Stress Component
Go
f
x
Saturated Unit Weight given Shear Stress Component
Go
f
x
Saturated Unit Weight given Effective Normal Stress
Go
f
x
Normal Stress Component given Submerged Unit Weight
Go
f
x
Submerged Unit Weight given Normal Stress Component
Go
f
x
Shear Stress Component given Submerged Unit Weight
Go
f
x
Submerged Unit Weight given Shear Stress Component
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
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 Unit Weight of Soil
Go
f
x
Weight of Soil Prism in Stability Analysis
Go
f
x
Unit Weight of Soil given Weight of Soil Prism
Go
f
x
Inclined Length along Slope given Weight of Soil Prism
Go
f
x
Angle of Inclination given Weight of Soil Prism
Go
f
x
Volume Per Unit Length of Prism
Go
f
x
Inclined Length along Slope given Volume Per Unit Length of Prism
Go
f
x
Angle of Inclination given Volume per Unit Length of Prism
Go
f
x
Vertical Stress on Surface of Prism given Unit Weight of Soil
Go
f
x
Unit Weight of Soil given Vertical Stress on Surface of Prism
Go
f
x
Angle of Inclination given Vertical Stress on Surface of Prism
Go
f
x
Factor of Safety for Cohesive Soil given Cohesion
Go
f
x
Cohesion given Factor of Safety for Cohesive Soil
Go
f
x
Unit Weight of Soil given Factor of Safety for Cohesive Soil
Go
List of variables in Geotechnical Engineering formulas
f
x
Weight of Prism in Soil Mechanics
Go
f
x
Saturated Unit Weight in Newton per Cubic Meter
Go
f
x
Inclined Length of Prism
Go
f
x
Angle of Inclination to Horizontal in Soil
Go
f
x
Vertical Stress at a Point in Kilopascal
Go
f
x
Saturated Unit Weight of Soil
Go
f
x
Normal Stress in Soil Mechanics
Go
f
x
Shear Stress in Soil Mechanics
Go
f
x
Upward Force in Seepage Analysis
Go
f
x
Unit Weight of Water
Go
f
x
Effective Normal Stress in Soil Mechanics
Go
f
x
Submerged Unit Weight in KN per Cubic Meter
Go
f
x
Normal Stress
Go
f
x
Submerged Unit Weight
Go
f
x
Shear Stress for Submerged Slopes
Go
f
x
Cohesion of Soil
Go
f
x
Factor of Safety
Go
f
x
Angle of Internal Friction
Go
f
x
Weight of Prism
Go
f
x
Unit Weight of Soil
Go
f
x
Inclined Length
Go
f
x
Angle of Inclination
Go
f
x
Volume per unit length of prism
Go
f
x
Vertical Stress at a Point in Pascal
Go
f
x
Unit Cohesion
Go
f
x
Angle of Internal Friction of Soil
Go
FAQ
What is the Depth of Prism?
Depth of Prism is the length of prism along z direction. Depth of Prism is usually measured using the Meter for Length. Note that the value of Depth of Prism is always positive.
Can the Depth of Prism be negative?
No, the Depth of Prism, measured in Length cannot be negative.
What unit is used to measure Depth of Prism?
Depth of Prism is usually measured using the Meter[m] for Length. Millimeter[m], Kilometer[m], Decimeter[m] are the few other units in which Depth of Prism can be measured.
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