Maximum Soil Pressure Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Soil Pressure = (2*Axial Load on Soil)/(3*Length of Footing*((Width of Footing/2)-Eccentricity of the Load on Soil))
q m = (2*P)/(3*L*((B/2)-eload))
This formula uses 5 Variables
Variables Used
Maximum Soil Pressure - (Measured in Pascal) - Maximum Soil Pressure is the net intensity which is considered the ultimate bearing-capacity based on the quantity, settlement expected and the capability of a structure to bear this settlement.
Axial Load on Soil - (Measured in Newton) - Axial Load on Soil is defined as applying a force on a foundation directly along an axis of the foundation.
Length of Footing - (Measured in Meter) - Length of Footing is the length of the larger dimension of the footing.
Width of Footing - (Measured in Meter) - Width of Footing is the shorter dimension of the footing.
Eccentricity of the Load on Soil - (Measured in Meter) - Eccentricity of the Load on Soil is the distance from the center of gravity of the column section to the center of gravity of the applied load.
STEP 1: Convert Input(s) to Base Unit
Axial Load on Soil: 631.99 Kilonewton --> 631990 Newton (Check conversion ​here)
Length of Footing: 4 Meter --> 4 Meter No Conversion Required
Width of Footing: 2 Meter --> 2 Meter No Conversion Required
Eccentricity of the Load on Soil: 2.25 Millimeter --> 0.00225 Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
q m = (2*P)/(3*L*((B/2)-eload)) --> (2*631990)/(3*4*((2/2)-0.00225))
Evaluating ... ...
q m = 105569.197360728
STEP 3: Convert Result to Output's Unit
105569.197360728 Pascal -->105.569197360728 Kilonewton per Square Meter (Check conversion ​here)
FINAL ANSWER
105.569197360728 105.5692 Kilonewton per Square Meter <-- Maximum Soil Pressure
(Calculation completed in 00.020 seconds)

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11 Foundation Stability Analysis Calculators

Net Bearing Capacity of Long Footing in Foundation Stability Analysis
​ Go Net Bearing Capacity = (Alpha Footing Factor*Undrained Shear Strength in Soil*Bearing Capacity Factor)+(Effective Vertical Shear Stress in Soil*Bearing Capacity Factor Nq)+(Beta Footing Factor*Unit Weight of Soil*Width of Footing*Value of Nγ)
Maximum Bearing Pressure when Full Bearing Area of Sq and Rect Footings is Engaged
​ Go Maximum Bearing Pressure = (Axial Load on Soil/Area of Footing)*(1+(Loading Eccentricity 1*Principal Axis 1/(Radius of Gyration 1^2))+(Loading Eccentricity 2*Principal Axis 2/(Radius of Gyration 2^2)))
Maximum Bearing Pressure for Eccentric Loading Conventional Case
​ Go Maximum Bearing Pressure = (Circumference of Group in Foundation/(Breadth of Dam*Length of Footing))*(1+((6*Eccentricity of the Load on Soil)/Breadth of Dam))
Minimum Bearing Pressure for Eccentric Loading Conventional Case
​ Go Bearing Pressure Minimum = (Axial Load on Soil/(Breadth of Dam*Length of Footing))*(1-((6*Eccentricity of the Load on Soil)/Breadth of Dam))
Maximum Soil Pressure
​ Go Maximum Soil Pressure = (2*Axial Load on Soil)/(3*Length of Footing*((Width of Footing/2)-Eccentricity of the Load on Soil))
Correction Factor Nc for Rectangle
​ Go Correction Factor Nc = 1+(Width of Footing/Length of Footing)*(Bearing Capacity Factor Nq/Bearing Capacity Factor)
Correction Factor for Rectangle
​ Go Correction Factor Nq = 1+(Width of Footing/Length of Footing)*(tan(Angle of Internal Friction))
Net Bearing Capacity for Undrained Loading of Cohesive Soils
​ Go Net Bearing Capacity = Alpha Footing Factor*Bearing Capacity Factor Nq*Undrained Shear Strength in Soil
Correction Factor Nc for Circle and Square
​ Go Correction Factor Nc = 1+(Bearing Capacity Factor Nq/Bearing Capacity Factor)
Correction Factor Ny for Rectangle
​ Go Correction Factor NY = 1-0.4*(Width of Footing/Length of Footing)
Correction Factor for Circle and Square
​ Go Correction Factor Nq = 1+tan(Angle of Internal Friction)

Maximum Soil Pressure Formula

Maximum Soil Pressure = (2*Axial Load on Soil)/(3*Length of Footing*((Width of Footing/2)-Eccentricity of the Load on Soil))
q m = (2*P)/(3*L*((B/2)-eload))

What is Soil Pressure?

Soil pressure is also known as the earth pressure. Pressure is defined as external load applied on the body causing a stress, which is measured in terms of force per unit area. Similarly, the soil pressure is expressed as the forced applied by a soil mass (backfill) over the retaining wall, in the lateral direction throughout its depth.

How to Calculate Maximum Soil Pressure?

Maximum Soil Pressure calculator uses Maximum Soil Pressure = (2*Axial Load on Soil)/(3*Length of Footing*((Width of Footing/2)-Eccentricity of the Load on Soil)) to calculate the Maximum Soil Pressure, The Maximum Soil Pressure formula is defined as the net-loading intensity which is considered the ultimate bearing-capacity based on the quantity, settlement expected and the capability of a structure to bear this settlement. Maximum Soil Pressure is denoted by q m symbol.

How to calculate Maximum Soil Pressure using this online calculator? To use this online calculator for Maximum Soil Pressure, enter Axial Load on Soil (P), Length of Footing (L), Width of Footing (B) & Eccentricity of the Load on Soil (eload) and hit the calculate button. Here is how the Maximum Soil Pressure calculation can be explained with given input values -> 0.001669 = (2*631990)/(3*4*((2/2)-0.00225)).

FAQ

What is Maximum Soil Pressure?
The Maximum Soil Pressure formula is defined as the net-loading intensity which is considered the ultimate bearing-capacity based on the quantity, settlement expected and the capability of a structure to bear this settlement and is represented as q m = (2*P)/(3*L*((B/2)-eload)) or Maximum Soil Pressure = (2*Axial Load on Soil)/(3*Length of Footing*((Width of Footing/2)-Eccentricity of the Load on Soil)). Axial Load on Soil is defined as applying a force on a foundation directly along an axis of the foundation, Length of Footing is the length of the larger dimension of the footing, Width of Footing is the shorter dimension of the footing & Eccentricity of the Load on Soil is the distance from the center of gravity of the column section to the center of gravity of the applied load.
How to calculate Maximum Soil Pressure?
The Maximum Soil Pressure formula is defined as the net-loading intensity which is considered the ultimate bearing-capacity based on the quantity, settlement expected and the capability of a structure to bear this settlement is calculated using Maximum Soil Pressure = (2*Axial Load on Soil)/(3*Length of Footing*((Width of Footing/2)-Eccentricity of the Load on Soil)). To calculate Maximum Soil Pressure, you need Axial Load on Soil (P), Length of Footing (L), Width of Footing (B) & Eccentricity of the Load on Soil (eload). With our tool, you need to enter the respective value for Axial Load on Soil, Length of Footing, Width of Footing & Eccentricity of the Load on Soil and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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