Embankment Compression given Induced Pore Pressure Calculator

✖Induced Pore Pressure occurs when the saturated soil is stressed and when the porosity cannot increase.ⓘ Induced Pore Pressure [u]			+10% -10%
✖Volume of Free Air Voids is spaces in a material not filled with solid particles, indicating porosity and permeability.ⓘ Volume of Free Air Voids [V_a]			+10% -10%
✖Henry's Constant states that the amount of dissolved gas in a liquid is proportional to its partial pressure above the liquid.ⓘ Henry's Constant [H]			+10% -10%
✖Volume of Pore Water is the amount of water within the voids of a soil or rock, excluding solid particles.ⓘ Volume of Pore Water [V_w]			+10% -10%
✖Air Pressure is the pressure exerted by air on the walls in which it is confined.ⓘ Air Pressure [p_air]			+10% -10%

✖Embankment Compression is soil settlement due to applied load on filled ground, causing volume reduction and potential structural issues.ⓘ Embankment Compression given Induced Pore Pressure [Δ]

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Embankment Compression given Induced Pore Pressure

Formula

`"Δ" = ("u"*("V"_{"a"}+("H"*"V"_{"w"})))/("u"+"p"_{"air"})`

Example

`"1.684605m³"=("3.001Pa"*("2.01m³"+("0.023"*"5m³")))/("3.001Pa"+"0.08kgf/m²")`

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Embankment Compression given Induced Pore Pressure Solution

STEP 0: Pre-Calculation Summary

Formula Used

Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(Henry's Constant*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure)
Δ = (u*(V_a+(H*V_w)))/(u+p_air)
This formula uses 6 Variables

Variables Used

Embankment Compression - (Measured in Cubic Meter) - Embankment Compression is soil settlement due to applied load on filled ground, causing volume reduction and potential structural issues.
Induced Pore Pressure - (Measured in Pascal) - Induced Pore Pressure occurs when the saturated soil is stressed and when the porosity cannot increase.
Volume of Free Air Voids - (Measured in Cubic Meter) - Volume of Free Air Voids is spaces in a material not filled with solid particles, indicating porosity and permeability.
Henry's Constant - Henry's Constant states that the amount of dissolved gas in a liquid is proportional to its partial pressure above the liquid.
Volume of Pore Water - (Measured in Cubic Meter) - Volume of Pore Water is the amount of water within the voids of a soil or rock, excluding solid particles.
Air Pressure - (Measured in Pascal) - Air Pressure is the pressure exerted by air on the walls in which it is confined.

STEP 1: Convert Input(s) to Base Unit

Induced Pore Pressure: 3.001 Pascal --> 3.001 Pascal No Conversion Required
Volume of Free Air Voids: 2.01 Cubic Meter --> 2.01 Cubic Meter No Conversion Required
Henry's Constant: 0.023 --> No Conversion Required
Volume of Pore Water: 5 Cubic Meter --> 5 Cubic Meter No Conversion Required
Air Pressure: 0.08 Kilogram-Force per Square Meter --> 0.784531999999945 Pascal (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

Δ = (u*(V_a+(H*V_w)))/(u+p_air) --> (3.001*(2.01+(0.023*5)))/(3.001+0.784531999999945)

Evaluating ... ...

Δ = 1.68460470021125

STEP 3: Convert Result to Output's Unit

1.68460470021125 Cubic Meter --> No Conversion Required

FINAL ANSWER

1.68460470021125 ≈ 1.684605 Cubic Meter <-- Embankment Compression

(Calculation completed in 00.004 seconds)

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Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has created this Calculator and 2200+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 2600+ more calculators!

< 10+ Stability of Slopes In Earthen Dams Calculators

Sum of All Tangential Component given Factor of Safety of Earth Dam

Go Sum of all Tangential Component = ((Effective Cohesion*Length of Slip Arc)+((Sum of all Normal Component-Total Pore Pressure)*tan((Effective Angle of Internal Friction*pi)/180)))/Factor of Safety

Length of Slip Circle given Factor of Safety of Earth Dam

Go Length of Slip Arc = ((Factor of Safety*Sum of all Tangential Component)-((Sum of all Normal Component-Total Pore Pressure)*tan((Effective Angle of Internal Friction*pi)/180)))/Effective Cohesion

Effective Cohesion given Factor of Safety of Earth Dam

Go Effective Cohesion = ((Factor of Safety*Sum of all Tangential Component)-((Sum of all Normal Component-Total Pore Pressure)*tan((Effective Angle of Internal Friction*pi)/180)))/Length of Slip Arc

Factor of Safety of Earth Dam

Go Factor of Safety = ((Effective Cohesion*Length of Slip Arc)+((Sum of all Normal Component-Total Pore Pressure)*tan((Effective Angle of Internal Friction*pi)/180)))/Sum of all Tangential Component

Sum of All Tangential Component given Factor of Safety in Absence of Flow Net

Go Sum of all Tangential Component = ((Effective Cohesion*Length of Slip Arc)+(Sum of all Normal Component*tan((Effective Angle of Internal Friction*pi)/180)))/Factor of Safety

Length of Slip Circle given Factor of Safety in Absence of Flow Net

Go Length of Slip Arc = ((Factor of Safety*Sum of all Tangential Component)-(Sum of all Normal Component*tan((Effective Angle of Internal Friction*pi)/180)))/Effective Cohesion

Effective Cohesion given Factor of Safety in Absence of Flow Net

Go Effective Cohesion = ((Factor of Safety*Sum of all Tangential Component)-(Sum of all Normal Component*tan((Effective Angle of Internal Friction*pi)/180)))/Length of Slip Arc

Factor of Safety in Absence of Flow Net

Go Factor of Safety = ((Effective Cohesion*Length of Slip Arc)+(Sum of all Normal Component*tan((Effective Angle of Internal Friction*pi)/180)))/Sum of all Tangential Component

Embankment Compression given Induced Pore Pressure

Go Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(Henry's Constant*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure)

Embankment Compression given Henry's Constant of Solubility

Go Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(0.02*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure)

Embankment Compression given Induced Pore Pressure Formula

Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(Henry's Constant*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure)
Δ = (u*(V_a+(H*V_w)))/(u+p_air)

What is Embankment?

An embankment is a thick wall of earth that is built to carry a road or railway over an area of low ground, or to prevent water from a river or the sea from flooding the area. They climbed a steep embankment.

How to Calculate Embankment Compression given Induced Pore Pressure?

Embankment Compression given Induced Pore Pressure calculator uses Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(Henry's Constant*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure) to calculate the Embankment Compression, The Embankment Compression given Induced Pore Pressure is defined as value of embankment compression when we have prior information of other parameters used. Embankment Compression is denoted by Δ symbol.

How to calculate Embankment Compression given Induced Pore Pressure using this online calculator? To use this online calculator for Embankment Compression given Induced Pore Pressure, enter Induced Pore Pressure (u), Volume of Free Air Voids (V_a), Henry's Constant (H), Volume of Pore Water (V_w) & Air Pressure (p_air) and hit the calculate button. Here is how the Embankment Compression given Induced Pore Pressure calculation can be explained with given input values -> 1.684488 = (3.001*(2.01+(0.023*5)))/(3.001+0.784531999999945).

FAQ

What is Embankment Compression given Induced Pore Pressure?

The Embankment Compression given Induced Pore Pressure is defined as value of embankment compression when we have prior information of other parameters used and is represented as Δ = (u*(V_a+(H*V_w)))/(u+p_air) or Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(Henry's Constant*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure). Induced Pore Pressure occurs when the saturated soil is stressed and when the porosity cannot increase, Volume of Free Air Voids is spaces in a material not filled with solid particles, indicating porosity and permeability, Henry's Constant states that the amount of dissolved gas in a liquid is proportional to its partial pressure above the liquid, Volume of Pore Water is the amount of water within the voids of a soil or rock, excluding solid particles & Air Pressure is the pressure exerted by air on the walls in which it is confined.

How to calculate Embankment Compression given Induced Pore Pressure?

The Embankment Compression given Induced Pore Pressure is defined as value of embankment compression when we have prior information of other parameters used is calculated using Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(Henry's Constant*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure). To calculate Embankment Compression given Induced Pore Pressure, you need Induced Pore Pressure (u), Volume of Free Air Voids (V_a), Henry's Constant (H), Volume of Pore Water (V_w) & Air Pressure (p_air). With our tool, you need to enter the respective value for Induced Pore Pressure, Volume of Free Air Voids, Henry's Constant, Volume of Pore Water & Air Pressure 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 Embankment Compression?

In this formula, Embankment Compression uses Induced Pore Pressure, Volume of Free Air Voids, Henry's Constant, Volume of Pore Water & Air Pressure. We can use 1 other way(s) to calculate the same, which is/are as follows -

Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(0.02*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure)

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