Geophysics Geodynamics and heat flow Fact
Byerlee's law
Statement
Let a pre-existing fault surface in rock carry an effective normal stress (normal stress minus pore-fluid pressure) and a shear stress . For most rock types, the shear stress needed to make the two sides slide is, to good approximation,
Remarks
This is an empirical law, found by Byerlee in 1978 from a compilation of laboratory friction experiments on many rock types. It has the form of a Coulomb friction law, with friction coefficients and ; see Mohr–Coulomb theory. Its most striking feature is that it hardly depends on the rock type. Some minerals, notably several clays, are weaker and do not follow it. Example: at MPa, sliding needs MPa; at MPa it needs MPa. The stresses are components of the Cauchy stress tensor on the fault plane, with compression taken positive.
Going deeper
For a student
Since the normal stress grows with depth through the weight of the rock, the law gives a frictional strength of the brittle crust that increases linearly with depth. Combined with a creep law for deeper, hotter rock, this gives the strength envelope of the lithosphere. Used in Anderson's theory of faulting with the friction angle , it gives normal faults dipping near and thrust faults dipping near . Pore-fluid pressure lowers the effective normal stress and so weakens faults.
Reading path
To understand this page from the ground up, read these 7 pages in order. The foundations come first.
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- no evidence level
- Cauchy stress tensor concept
- Euclidean space object
- Mohr–Coulomb theory concept
- Ordinary differential equation concept
- Classical mechanics concept
- Friction concept
- Byerlee's law statement
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About this page
| Tag | AGM7AKCGPG |
|---|---|
| URI | m2://AGM7AKCGPG |
| Kind | statement, fact |
| Writing | W0 stub |
| MSC | 86A60, 74A55 |
| Status | This copy of the site has no build data. Run m2 status AGM7AKCGPG. |
| About | Friction |
| Uses | Friction, Cauchy stress tensor, Mohr–Coulomb theory |
| Same as | |
| Changed | 3 November 2026 |
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