A mathematical model for compaction in sedimentary basins

D. M. Audet, A. C. Fowler

Research output: Contribution to journalArticlepeer-review

Abstract

A mathematical model for the non‐equilibrium compaction of clay rocks in sedimentary basins is formulated. The model generalizes those of earlier authors. The simplest assumptions are made concerning the rheology, and diagenesis is neglected. In this case, we show that the model reduces to a generalized consolidation equation, which for the classical Darcy flow is a non‐linear diffusion equation for the porosity, with a free boundary. The model is non‐dimensionalized, and it is shown that solutions depend on one significant dimensionless parameter Λ, which is the ratio of the Darcy flow rate and the sedimentation rate. The model is solved numerically, and asymptotic descriptions of the solutions are given for the cases of large and small Λ.

Original languageEnglish
Pages (from-to)577-590
Number of pages14
JournalGeophysical Journal International
Volume110
Issue number3
DOIs
Publication statusPublished - Sep 1992
Externally publishedYes

Keywords

  • abnormal pore pressure
  • compaction
  • sedimentary basins

Fingerprint

Dive into the research topics of 'A mathematical model for compaction in sedimentary basins'. Together they form a unique fingerprint.

Cite this