Triaxial Angle of Shearing Resistance by Meyerhof's Analysis Calculator

✖Angle of Internal Friction For Plain Strain means angle of internal friction dependent on plain strain.ⓘ Angle of Internal Friction For Plain Strain [Φ_p]			+10% -10%
✖Width of Footing is the shorter dimension of the footing.ⓘ Width of Footing [B]			+10% -10%
✖Length of Footing is the length of the larger dimension of the footing.ⓘ Length of Footing [L]			+10% -10%

✖Angle of Internal Friction is the angle measured between the normal force and resultant force .ⓘ Triaxial Angle of Shearing Resistance by Meyerhof's Analysis [φ]

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Formula

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Triaxial Angle of Shearing Resistance by Meyerhof's Analysis

Formula

`"φ" = "Φ"_{"p"}/(1.1-0.1*("B"/"L"))`

Example

`"28.57143°"="30°"/(1.1-0.1*("2m"/"4m"))`

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Triaxial Angle of Shearing Resistance by Meyerhof's Analysis Solution

STEP 0: Pre-Calculation Summary

Formula Used

Angle of Internal Friction = Angle of Internal Friction For Plain Strain/(1.1-0.1*(Width of Footing/Length of Footing))
φ = Φ_p/(1.1-0.1*(B/L))
This formula uses 4 Variables

Variables Used

Angle of Internal Friction - (Measured in Radian) - Angle of Internal Friction is the angle measured between the normal force and resultant force .
Angle of Internal Friction For Plain Strain - (Measured in Radian) - Angle of Internal Friction For Plain Strain means angle of internal friction dependent on plain strain.
Width of Footing - (Measured in Meter) - Width of Footing is the shorter dimension of the footing.
Length of Footing - (Measured in Meter) - Length of Footing is the length of the larger dimension of the footing.

STEP 1: Convert Input(s) to Base Unit

Angle of Internal Friction For Plain Strain: 30 Degree --> 0.5235987755982 Radian (Check conversion here)
Width of Footing: 2 Meter --> 2 Meter No Conversion Required
Length of Footing: 4 Meter --> 4 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

φ = Φ_p/(1.1-0.1*(B/L)) --> 0.5235987755982/(1.1-0.1*(2/4))

Evaluating ... ...

φ = 0.498665500569714

STEP 3: Convert Result to Output's Unit

0.498665500569714 Radian -->28.5714285714286 Degree (Check conversion here)

FINAL ANSWER

28.5714285714286 ≈ 28.57143 Degree <-- Angle of Internal Friction

(Calculation completed in 00.004 seconds)

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Home » Engineering » Civil » Geotechnical Engineering » Bearing Capacity of Soils: Meyerhof's Analysis » Triaxial Angle of Shearing Resistance by Meyerhof's Analysis

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Birsa Institute of Technology (BIT), Sindri

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< 8 Bearing Capacity of Soils: Meyerhof's Analysis Calculators

Bearing Capacity Factor Dependent on Surcharge given Angle of Internal Friction

Go Bearing Capacity Factor dependent on Surcharge = (exp(pi*tan((Angle of Internal Friction*pi)/180)))*(tan(((45+(Angle of Internal Friction/2))*pi)/180))^2

Bearing Capacity Factor Dependent on Unit Weight Given Angle of Internal Friction

Go Bearing Capacity Factor dependent on Unit Weight = (Bearing Capacity Factor dependent on Surcharge-1)*tan(1.4*(Angle of Internal Friction))

Angle of Internal Friction given Bearing Capacity Factors

Go Angle of Internal Friction = atan(Bearing Capacity Factor dependent on Unit Weight/(Bearing Capacity Factor dependent on Surcharge-1))/1.4

Bearing Capacity Factor Dependent on Surcharge given Unit Weight Bearing Capacity Factor

Go Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Unit Weight/tan(1.4*Angle of Internal Friction))+1

Length of Footing given Angle of Shearing Resistance by Meyerhof's Analysis

Go Length of Footing = (0.1*Width of Footing)/(1.1-(Angle of Internal Friction For Plain Strain/Angle of Internal Friction))

Width of Footing given Angle of Shearing Resistance by Meyerhof's Analysis

Go Width of Footing = (1.1-(Angle of Internal Friction For Plain Strain/Angle of Internal Friction))*(Length of Footing/0.1)

Plane Strain Angle of Shearing Resistance by Meyerhof's Analysis

Go Angle of Internal Friction For Plain Strain = (1.1-0.1*(Width of Footing/Length of Footing))*Angle of Internal Friction

Triaxial Angle of Shearing Resistance by Meyerhof's Analysis

Go Angle of Internal Friction = Angle of Internal Friction For Plain Strain/(1.1-0.1*(Width of Footing/Length of Footing))

Triaxial Angle of Shearing Resistance by Meyerhof's Analysis Formula

Angle of Internal Friction = Angle of Internal Friction For Plain Strain/(1.1-0.1*(Width of Footing/Length of Footing))
φ = Φ_p/(1.1-0.1*(B/L))

What is Angle of Shearing Resistance?

The angle of shearing resistance is known as a component of the shear strength of the soils which is basically frictional material and composed of individual particles. The shear strength is described by Mohr–Coulomb failure criterion adopted as widely accepted approach among the geotechnical engineers.

How to Calculate Triaxial Angle of Shearing Resistance by Meyerhof's Analysis?

Triaxial Angle of Shearing Resistance by Meyerhof's Analysis calculator uses Angle of Internal Friction = Angle of Internal Friction For Plain Strain/(1.1-0.1*(Width of Footing/Length of Footing)) to calculate the Angle of Internal Friction, The Triaxial Angle of Shearing Resistance by Meyerhof's Analysis is defined as the value of angle of internal friction dependent on triaxial strain when we have prior information of other parameters used. Angle of Internal Friction is denoted by φ symbol.

How to calculate Triaxial Angle of Shearing Resistance by Meyerhof's Analysis using this online calculator? To use this online calculator for Triaxial Angle of Shearing Resistance by Meyerhof's Analysis, enter Angle of Internal Friction For Plain Strain (Φ_p), Width of Footing (B) & Length of Footing (L) and hit the calculate button. Here is how the Triaxial Angle of Shearing Resistance by Meyerhof's Analysis calculation can be explained with given input values -> 1637.022 = 0.5235987755982/(1.1-0.1*(2/4)).

FAQ

What is Triaxial Angle of Shearing Resistance by Meyerhof's Analysis?

The Triaxial Angle of Shearing Resistance by Meyerhof's Analysis is defined as the value of angle of internal friction dependent on triaxial strain when we have prior information of other parameters used and is represented as φ = Φ_p/(1.1-0.1*(B/L)) or Angle of Internal Friction = Angle of Internal Friction For Plain Strain/(1.1-0.1*(Width of Footing/Length of Footing)). Angle of Internal Friction For Plain Strain means angle of internal friction dependent on plain strain, Width of Footing is the shorter dimension of the footing & Length of Footing is the length of the larger dimension of the footing.

How to calculate Triaxial Angle of Shearing Resistance by Meyerhof's Analysis?

The Triaxial Angle of Shearing Resistance by Meyerhof's Analysis is defined as the value of angle of internal friction dependent on triaxial strain when we have prior information of other parameters used is calculated using Angle of Internal Friction = Angle of Internal Friction For Plain Strain/(1.1-0.1*(Width of Footing/Length of Footing)). To calculate Triaxial Angle of Shearing Resistance by Meyerhof's Analysis, you need Angle of Internal Friction For Plain Strain (Φ_p), Width of Footing (B) & Length of Footing (L). With our tool, you need to enter the respective value for Angle of Internal Friction For Plain Strain, Width of Footing & Length of Footing and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

How many ways are there to calculate Angle of Internal Friction?

In this formula, Angle of Internal Friction uses Angle of Internal Friction For Plain Strain, Width of Footing & Length of Footing. We can use 1 other way(s) to calculate the same, which is/are as follows -

Angle of Internal Friction = atan(Bearing Capacity Factor dependent on Unit Weight/(Bearing Capacity Factor dependent on Surcharge-1))/1.4

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