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Embankment Compression is soil settlement due to applied load on filled ground, causing volume reduction and potential structural issues. Check FAQs
Δ=u(Va+(0.02Vw))u+pair
Δ - Embankment Compression?u - Induced Pore Pressure?Va - Volume of Free Air Voids?Vw - Volume of Pore Water?pair - Air Pressure?

Embankment Compression given Henry's Constant of Solubility Example

With values
With units
Only example

Here is how the Embankment Compression given Henry's Constant of Solubility equation looks like with Values.

Here is how the Embankment Compression given Henry's Constant of Solubility equation looks like with Units.

Here is how the Embankment Compression given Henry's Constant of Solubility equation looks like.

1.6727Edit=3.001Edit(2.01Edit+(0.025Edit))3.001Edit+0.08Edit
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Embankment Compression given Henry's Constant of Solubility Solution

Follow our step by step solution on how to calculate Embankment Compression given Henry's Constant of Solubility?

FIRST Step Consider the formula
Δ=u(Va+(0.02Vw))u+pair
Next Step Substitute values of Variables
Δ=3.001Pa(2.01+(0.025))3.001Pa+0.08kgf/m²
Next Step Convert Units
Δ=3.001Pa(2.01+(0.025))3.001Pa+0.7845Pa
Next Step Prepare to Evaluate
Δ=3.001(2.01+(0.025))3.001+0.7845
Next Step Evaluate
Δ=1.67271337291564
LAST Step Rounding Answer
Δ=1.6727

Embankment Compression given Henry's Constant of Solubility Formula Elements

Variables
Embankment Compression
Embankment Compression is soil settlement due to applied load on filled ground, causing volume reduction and potential structural issues.
Symbol: Δ
Measurement: VolumeUnit:
Note: Value should be greater than 0.
Induced Pore Pressure
Induced Pore Pressure occurs when the saturated soil is stressed and when the porosity cannot increase.
Symbol: u
Measurement: PressureUnit: Pa
Note: Value should be greater than 0.
Volume of Free Air Voids
Volume of Free Air Voids is spaces in a material not filled with solid particles, indicating porosity and permeability.
Symbol: Va
Measurement: VolumeUnit:
Note: Value should be greater than 0.
Volume of Pore Water
Volume of Pore Water is the amount of water within the voids of a soil or rock, excluding solid particles.
Symbol: Vw
Measurement: VolumeUnit:
Note: Value should be greater than 0.
Air Pressure
Air Pressure is the pressure exerted by air on the walls in which it is confined.
Symbol: pair
Measurement: PressureUnit: kgf/m²
Note: Value should be greater than 0.

Other Formulas to find Embankment Compression

​Go Embankment Compression given Induced Pore Pressure
Δ=u(Va+(HVw))u+pair

Other formulas in Stability of Slopes In Earthen Dams category

​Go Factor of Safety of Earth Dam
fs=(c'L')+((ΣN-ΣU)tan(φ'π180))ΣT
​Go Sum of All Tangential Component given Factor of Safety of Earth Dam
ΣT=(c'L')+((ΣN-ΣU)tan(φ'π180))fs
​Go Effective Cohesion given Factor of Safety of Earth Dam
c'=(fsΣT)-((ΣN-ΣU)tan(φ'π180))L'
​Go Length of Slip Circle given Factor of Safety of Earth Dam
L'=(fsΣT)-((ΣN-ΣU)tan(φ'π180))c'

How to Evaluate Embankment Compression given Henry's Constant of Solubility?

Embankment Compression given Henry's Constant of Solubility evaluator uses Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(0.02*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure) to evaluate the Embankment Compression, The Embankment Compression given Henry's Constant of Solubility formula is defined as value of the reduction in volume of an embankment material due to compression, where the compression process is influenced by the solubility of gases in the pore water of the embankment material. Embankment Compression is denoted by Δ symbol.

How to evaluate Embankment Compression given Henry's Constant of Solubility using this online evaluator? To use this online evaluator for Embankment Compression given Henry's Constant of Solubility, enter Induced Pore Pressure (u), Volume of Free Air Voids (Va), Volume of Pore Water (Vw) & Air Pressure (pair) and hit the calculate button.

FAQs on Embankment Compression given Henry's Constant of Solubility

What is the formula to find Embankment Compression given Henry's Constant of Solubility?
The formula of Embankment Compression given Henry's Constant of Solubility is expressed as Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(0.02*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure). Here is an example- 1.672713 = (3.001*(2.01+(0.02*5)))/(3.001+0.784531999999945).
How to calculate Embankment Compression given Henry's Constant of Solubility?
With Induced Pore Pressure (u), Volume of Free Air Voids (Va), Volume of Pore Water (Vw) & Air Pressure (pair) we can find Embankment Compression given Henry's Constant of Solubility using the formula - Embankment Compression = (Induced Pore Pressure*(Volume of Free Air Voids+(0.02*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure).
What are the other ways to Calculate Embankment Compression?
Here are the different ways to Calculate Embankment Compression-
  • Embankment Compression=(Induced Pore Pressure*(Volume of Free Air Voids+(Henry's Constant*Volume of Pore Water)))/(Induced Pore Pressure+Air Pressure)OpenImg
Can the Embankment Compression given Henry's Constant of Solubility be negative?
No, the Embankment Compression given Henry's Constant of Solubility, measured in Volume cannot be negative.
Which unit is used to measure Embankment Compression given Henry's Constant of Solubility?
Embankment Compression given Henry's Constant of Solubility is usually measured using the Cubic Meter[m³] for Volume. Cubic Centimeter[m³], Cubic Millimeter[m³], Liter[m³] are the few other units in which Embankment Compression given Henry's Constant of Solubility can be measured.
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