1978
DOI: 10.1007/bf01983249
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Modelle instabiler Kompaktionsverläufe unter Sedimentation

Abstract: ZusammenfassungAm Beispiel der Kompaktion von Sedimenten werden Grenzen der Quantifizierung geologischer Vorg~inge aufgezeigt. Prozesse, die dazu neigen instabil zu werden, sind vorwiegend durch topologische, nur noch qualitativ erfal3bare Eigenschaften bestimmt. Besonders deutlich wird dies bei ,,fluidization" und ,,liquidization" yon Sedimenten unter Eigenlast. In diesem Zusammenhang kann man yon einem ,,sedimentologischen Paradoxon" sprechen. Zur qualitativen Untersuchung werden Differentialgleichungen und … Show more

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Cited by 5 publications
(1 citation statement)
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“…Research on compaction uses experimental approaches (e.g., Bhattacharyya and Friedman, 1979;Hugman and Friedman, 1979;Terzhagi, 1949;Hathaway and Robertson, 1961;Robertson, 1967;Fruth et aI., 1966;Ebhardt, 1968), mathematical approaches (e.g., Rittenhouse, 1971;Coogan and Manus, 1975;Manus and Coogan, 1974), theoretical approaches (Bayer, 1978;DeBoer, 1977;Dee1man 1975;Roll, 1974;Weyl, 1959), or observational approaches (e.g., Shinn et aI., 1976;Coogan, 1970;Kahle, 1966;Meyers, 1980). This includes mechanical processes that decrease the bulk volume of single grains (grain deformation) or that cause closer packing of grains (re-orientation) and pressure solution which decreases the volumes of grains and of cement minerals.…”
Section: Compactionmentioning
confidence: 99%
“…Research on compaction uses experimental approaches (e.g., Bhattacharyya and Friedman, 1979;Hugman and Friedman, 1979;Terzhagi, 1949;Hathaway and Robertson, 1961;Robertson, 1967;Fruth et aI., 1966;Ebhardt, 1968), mathematical approaches (e.g., Rittenhouse, 1971;Coogan and Manus, 1975;Manus and Coogan, 1974), theoretical approaches (Bayer, 1978;DeBoer, 1977;Dee1man 1975;Roll, 1974;Weyl, 1959), or observational approaches (e.g., Shinn et aI., 1976;Coogan, 1970;Kahle, 1966;Meyers, 1980). This includes mechanical processes that decrease the bulk volume of single grains (grain deformation) or that cause closer packing of grains (re-orientation) and pressure solution which decreases the volumes of grains and of cement minerals.…”
Section: Compactionmentioning
confidence: 99%