Overburden pressure

Short description: Stress imposed on soil or rock by overlying material

Pressure is force magnitude applied over an area. Overburden pressure is a geology term that denotes the pressure caused by the weight of the overlying layers of material at a specific depth under the earth's surface.[1] Overburden pressure is also called lithostatic pressure, or vertical stress.[2]

In a stratigraphic layer that is in hydrostatic equilibrium; the overburden pressure at a depth z, assuming the magnitude of the gravity acceleration is approximately constant, is given by:

[math]\displaystyle{ P(z) = P_0 + g \int_{0}^{z} \rho(z) \, dz }[/math] [2]

Where:

* [math]\displaystyle{ z }[/math] is the depth in meters.
* [math]\displaystyle{ P(z) }[/math] is the overburden pressure at depth [math]\displaystyle{ z }[/math].
* [math]\displaystyle{ P_0 }[/math] is the pressure at the surface.
* [math]\displaystyle{ \rho(z) }[/math] is the density of the material above the depth [math]\displaystyle{ z }[/math].
* [math]\displaystyle{ g }[/math] is the gravity acceleration in [math]\displaystyle{ m/s^2 }[/math].

In deep-earth geophysics/geodynamics, gravitational acceleration varies significantly over depth and [math]\displaystyle{ g }[/math] should not be assumed to be constant, and should be inside the integral.

Some sections of stratigraphic layers can be sealed or isolated. These changes create areas where there is not static equilibrium. A location in the layer is said to be in under pressure when the local pressure is less than the hydrostatic pressure, and in overpressure when the local pressure is greater than the hydrostatic pressure.[2]

## See also

* Effective stress
* Lateral earth pressure
* Pore water pressure
* Sedimentary rock

## References

1. ↑ Baker, Richard O. (2015). Practical reservoir engineering and characterization. Harvey W Yarranton, Jerry Jensen. Amsterdam. ISBN 978-0-12-801823-1. OCLC 908335687. https://www.worldcat.org/oclc/908335687.
2. ↑ 2.0 2.1 2.2 Khan, M. Ibrahim (2007). The petroleum engineering handbook : sustainable operations. Rafiqul Islam. Houston, TX: Gulf Pub. ISBN 978-1-60119-627-9. OCLC 261122682. https://www.worldcat.org/oclc/261122682.

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Geotechnical engineering

Investigation|

| In situ|

* Cone penetration test
* Standard penetration test
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* Well
* Piezometer
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* Nuclear densometer test
* Static load testing
* Trial pit
* Exploration geophysics

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Laboratory|

* Atterberg limits
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Soil|

| Materials|

* Clay
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Properties|

* Soil classification
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Mechanics|

* Effective stress
* Pore water pressure
* Shear strength
* Overburden pressure
* Consolidation
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Foundations|

* Shallow
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Retaining walls|

* Gabion
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Stability|

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Earthquakes|

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Geosynthetics|

* Geotextile
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Numerical analysis|

* SEEP2D
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* UTEXAS

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