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Nonlinear viscoelastic compaction in sedimentary basins
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| Zeitschriftentitel: | Nonlinear Processes in Geophysics |
|---|---|
| Personen und Körperschaften: | |
| In: | Nonlinear Processes in Geophysics, 7, 2000, 1/2, S. 1-8 |
| Format: | E-Article |
| Sprache: | Englisch |
| veröffentlicht: |
Copernicus GmbH
|
| Schlagwörter: |
| author_facet |
Yang, X.-S. Yang, X.-S. |
|---|---|
| author |
Yang, X.-S. |
| spellingShingle |
Yang, X.-S. Nonlinear Processes in Geophysics Nonlinear viscoelastic compaction in sedimentary basins General Medicine |
| author_sort |
yang, x.-s. |
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Yang, X.-S. 1607-7946 Copernicus GmbH General Medicine http://dx.doi.org/10.5194/npg-7-1-2000 <jats:p>Abstract. In the mathematical modelling of sediment compaction and porous media flow, the rheological behaviour of sediments is typically modelled in terms of a nonlinear relationship between effective pressure pe and porosity Φ, that is pe = pe (Φ). The compaction law is essentially a poroelastic one. However, viscous compaction due to pressure solution becomes important at larger depths and causes this relationship to become more akin to a viscous rheology. A generalised viscoelastic compaction model of Maxwell type is formulated, and different styles of nonlinear behaviour are asymptotically analysed and compared in this paper. </jats:p> Nonlinear viscoelastic compaction in sedimentary basins Nonlinear Processes in Geophysics |
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Copernicus GmbH, 2000 |
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Copernicus GmbH, 2000 |
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Nonlinear Processes in Geophysics |
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Nonlinear viscoelastic compaction in sedimentary basins |
| title_unstemmed |
Nonlinear viscoelastic compaction in sedimentary basins |
| title_full |
Nonlinear viscoelastic compaction in sedimentary basins |
| title_fullStr |
Nonlinear viscoelastic compaction in sedimentary basins |
| title_full_unstemmed |
Nonlinear viscoelastic compaction in sedimentary basins |
| title_short |
Nonlinear viscoelastic compaction in sedimentary basins |
| title_sort |
nonlinear viscoelastic compaction in sedimentary basins |
| topic |
General Medicine |
| url |
http://dx.doi.org/10.5194/npg-7-1-2000 |
| publishDate |
2000 |
| physical |
1-8 |
| description |
<jats:p>Abstract. In the mathematical modelling of sediment compaction and porous media flow, the rheological behaviour of sediments is typically modelled in terms of a nonlinear relationship between effective pressure pe and porosity Φ, that is pe = pe (Φ). The compaction law is essentially a poroelastic one. However, viscous compaction due to pressure solution becomes important at larger depths and causes this relationship to become more akin to a viscous rheology. A generalised viscoelastic compaction model of Maxwell type is formulated, and different styles of nonlinear behaviour are asymptotically analysed and compared in this paper.
</jats:p> |
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| description | <jats:p>Abstract. In the mathematical modelling of sediment compaction and porous media flow, the rheological behaviour of sediments is typically modelled in terms of a nonlinear relationship between effective pressure pe and porosity Φ, that is pe = pe (Φ). The compaction law is essentially a poroelastic one. However, viscous compaction due to pressure solution becomes important at larger depths and causes this relationship to become more akin to a viscous rheology. A generalised viscoelastic compaction model of Maxwell type is formulated, and different styles of nonlinear behaviour are asymptotically analysed and compared in this paper. </jats:p> |
| doi_str_mv | 10.5194/npg-7-1-2000 |
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| imprint | Copernicus GmbH, 2000 |
| imprint_str_mv | Copernicus GmbH, 2000 |
| institution | DE-Gla1, DE-Zi4, DE-15, DE-Pl11, DE-Rs1, DE-105, DE-14, DE-Ch1, DE-L229, DE-D275, DE-Bn3, DE-Brt1, DE-Zwi2, DE-D161 |
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| spelling | Yang, X.-S. 1607-7946 Copernicus GmbH General Medicine http://dx.doi.org/10.5194/npg-7-1-2000 <jats:p>Abstract. In the mathematical modelling of sediment compaction and porous media flow, the rheological behaviour of sediments is typically modelled in terms of a nonlinear relationship between effective pressure pe and porosity Φ, that is pe = pe (Φ). The compaction law is essentially a poroelastic one. However, viscous compaction due to pressure solution becomes important at larger depths and causes this relationship to become more akin to a viscous rheology. A generalised viscoelastic compaction model of Maxwell type is formulated, and different styles of nonlinear behaviour are asymptotically analysed and compared in this paper. </jats:p> Nonlinear viscoelastic compaction in sedimentary basins Nonlinear Processes in Geophysics |
| spellingShingle | Yang, X.-S., Nonlinear Processes in Geophysics, Nonlinear viscoelastic compaction in sedimentary basins, General Medicine |
| title | Nonlinear viscoelastic compaction in sedimentary basins |
| title_full | Nonlinear viscoelastic compaction in sedimentary basins |
| title_fullStr | Nonlinear viscoelastic compaction in sedimentary basins |
| title_full_unstemmed | Nonlinear viscoelastic compaction in sedimentary basins |
| title_short | Nonlinear viscoelastic compaction in sedimentary basins |
| title_sort | nonlinear viscoelastic compaction in sedimentary basins |
| title_unstemmed | Nonlinear viscoelastic compaction in sedimentary basins |
| topic | General Medicine |
| url | http://dx.doi.org/10.5194/npg-7-1-2000 |