Anisotropic behaviour of compacted clayey silt subjected to hydromechanical paths

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To access the full text documents, please follow this link: http://hdl.handle.net/2117/101862

dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor	Universitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.contributor.author	Buenfil, Carlos
dc.contributor.author	Romero Morales, Enrique Edgar
dc.contributor.author	Lloret Morancho, Antonio
dc.contributor.author	Gens Solé, Antonio
dc.date	2016
dc.identifier.citation	Buenfil, C., Romero, E., Lloret, A., Gens, A. Anisotropic behaviour of compacted clayey silt subjected to hydromechanical paths. A: European Conference on Unsaturated Soils. "3rd European Conference on Unsaturated Soils: E-UNSAT 2016, Paris, France, September 12-14, 2016". Paris: E3S Web of Conferences, 2016, p. 1-6.
dc.identifier.citation	10.1051/e3sconf/20160914021
dc.identifier.uri	http://hdl.handle.net/2117/101862
dc.language.iso	eng
dc.publisher	E3S Web of Conferences
dc.relation	http://www.e3s-conferences.org/articles/e3sconf/abs/2016/04/e3sconf_eunsat2016_14021/e3sconf_eunsat2016_14021.html
dc.rights	info:eu-repo/semantics/openAccess
dc.rights	http://creativecommons.org/licenses/by/3.0/es/
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject	Clay soils
dc.subject	Sòls argilosos
dc.title	Anisotropic behaviour of compacted clayey silt subjected to hydromechanical paths
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/conferenceObject
dc.description.abstract	Compaction induces anisotropy on soil deformational response due to preferential straining associated with the fabrication process. An experimental insight into the stress-strain response of Barcelona clayey silt is provided here. The material was statically compacted at low dry density to induce high collapsibility upon wetting (dry density 1.48 Mg/m3, water content 12%). Two types of controlled-suction tests were carried out: a) constant suction radial paths on as-compacted samples following different stress ratios (deviator stress / mean net stress: q/p

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