One-dimensional compression behavior of a soil with high organic matter content / Marika Santagata in Journal of geotechnical and geoenvironmental engineering, Vol. 134 N°1 (Janvier 2008)  

Public ISBD [article]  inJournal of geotechnical and geoenvironmental engineering > Vol. 134 N°1 (Janvier 2008) . - pp. 1–13 Titre : One-dimensional compression behavior of a soil with high organic matter content Type de document : texte imprimé Auteurs : Marika Santagata, Auteur ; Antonio Bobet, Auteur ; Cliff T. Johnston, Auteur Année de publication : 2008 Article en page(s) : pp. 1–13 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Organic matter Soil consolidation Compression Creep structure Microscopy Mineralogy Résumé : This paper addresses the one-dimensional compression behavior of a highly organic sapric soil in both its natural intact and reconstituted states, based on the results of constant rate of strain and incremental loading oedometer tests. The soil investigated contains 40–60% organic matter, comprised mainly of highly processed humic substances, and represents a “transitional” material between inorganic clays and peats. The inorganic portion is entirely finer than 0.075mm , with over 60% in the clay fraction ( En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A1%281% [...] [article] One-dimensional compression behavior of a soil with high organic matter content [texte imprimé] / Marika Santagata, Auteur ; Antonio Bobet, Auteur ; Cliff T. Johnston, Auteur . - 2008 . - pp. 1–13. Geotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 134 N°1 (Janvier 2008) . - pp. 1–13 Mots-clés : Organic matter Soil consolidation Compression Creep structure Microscopy Mineralogy Résumé : This paper addresses the one-dimensional compression behavior of a highly organic sapric soil in both its natural intact and reconstituted states, based on the results of constant rate of strain and incremental loading oedometer tests. The soil investigated contains 40–60% organic matter, comprised mainly of highly processed humic substances, and represents a “transitional” material between inorganic clays and peats. The inorganic portion is entirely finer than 0.075mm , with over 60% in the clay fraction ( En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A1%281% [...]

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