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Noncohesive critical Coulomb wedges: An exact solution

Dahlen, F. A.·1984·Journal of Geophysical Research: Solid Earth

Abstract

Active fold‐and‐thrust belts or submarine accretionary complexes can be modeled as critically tapered wedges of material on the verge of Coulomb failure everywhere, overlying a basal decollement where frictional sliding is occurring. Ignoring cohesion, the four strength parameters needed to describe a critical Coulomb wedge are its internal and basal coefficients of friction μ and μ b and its internal and basal Hubbert‐Rubey fluid pressure ratios λ and λ b. An exact relation between surface slope α and basal dip β of a noncohesive critical wedge with uniform properties is derived. The state of stress within such a wedge has the same orientation everywhere, and α is constant if β is, and vice versa. A coefficient of internal friction μ = 1.1 is consistent with the known surface slope, basal dip, and pore fluid pressures in the active fold‐and‐thrust belt of western Taiwan, assuming that Byerlee's law, μ b = 0.85, is valid on the base. The wide variety of tectonic styles observed to occur along convergent margins, including subduction erosion, active accretion, subduction without accretion, and even extension and normal faulting, may be controlled by relatively small spatial or temporal variations in either μ b or λ b.

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Metadata

Authors
Dahlen, F. A.
Venue
Journal of Geophysical Research: Solid Earth
Published
1984-11-10
Volume
89
Issue
B12
Pages
10125-10133
ISSN
0148-0227 (ISSN-L)
OpenAlex
W2151934553
Cited by
623
References
0
FWCI
3.94
Type
journal article
Language
en
Open access
closed

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CoChat. (2026). Citation check: Noncohesive critical Coulomb wedges: An exact solution. https://app.cochat.ai/papers/10.1029/jb089ib12p10125
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Dahlen, F. A. (1984). Noncohesive critical Coulomb wedges: An exact solution. Journal of Geophysical Research: Solid Earth. https://doi.org/10.1029/jb089ib12p10125

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