Anisotropic behaviour of compacted clayey silt subjected to hydromechanical paths

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Título:	Anisotropic behaviour of compacted clayey silt subjected to hydromechanical paths
Autor/a:	Buenfil, Carlos; Romero Morales, Enrique Edgar; Lloret Morancho, Antonio; Gens Solé, Antonio
Otros autores:	Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental; Universitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
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
Materia(s):	-Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls -Clay soils -Sòls argilosos
Derechos:	http://creativecommons.org/licenses/by/3.0/es/
Tipo de documento:	Artículo - Versión publicada Objeto de conferencia
Editor:	E3S Web of Conferences
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