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Some aspects of the behaviour of compacted soils along wetting paths / S. Taibi in Géotechnique, Vol. 61 N° 5 (Mai 2011) 

Public ISBD [article]  in Géotechnique > Vol. 61 N° 5 (Mai 2011) . - pp. 431–437 Titre : Some aspects of the behaviour of compacted soils along wetting paths Type de document : texte imprimé Auteurs : S. Taibi, Auteur ; J. M. Fleureau, Auteur ; N. Abou-Bekr, Auteur Année de publication : 2011 Article en page(s) : pp. 431–437 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Compaction  Clays Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Wetting and oedometric loading tests have been performed on several clayey compacted soils. The results highlight the influence of compaction water content and compaction stress on wetting paths. Comparing the changes in degree of saturation induced by mechanical loading and hydraulic loading (wetting path under null stress), it may be noticed that the oedometric path has an opposite curve of that of the wetting path, due to the fact that the void ratio decreases under constant water content when the stress is increased in one case (compression) and increases with water content in the other (swelling). DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.sip11.p.020 [article] Some aspects of the behaviour of compacted soils along wetting paths [texte imprimé] / S. Taibi, Auteur ; J. M. Fleureau, Auteur ; N. Abou-Bekr, Auteur . - 2011 . - pp. 431–437. Génie Civil Langues : Anglais (eng) in Géotechnique > Vol. 61 N° 5 (Mai 2011) . - pp. 431–437 Mots-clés : Compaction  Clays Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Wetting and oedometric loading tests have been performed on several clayey compacted soils. The results highlight the influence of compaction water content and compaction stress on wetting paths. Comparing the changes in degree of saturation induced by mechanical loading and hydraulic loading (wetting path under null stress), it may be noticed that the oedometric path has an opposite curve of that of the wetting path, due to the fact that the void ratio decreases under constant water content when the stress is increased in one case (compression) and increases with water content in the other (swelling). DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.sip11.p.020