Anisotropic behaviour of compacted clayey silt subjected to hydromechanical paths
Visualitza/Obre
10.1051/e3sconf/20160914021
Inclou dades d'ús des de 2022
Cita com:
hdl:2117/101862
Tipus de documentComunicació de congrés
Data publicació2016
EditorE3S Web of Conferences
Condicions d'accésAccés obert
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continguts d'aquesta obra estan subjectes a la llicència de Creative Commons
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Reconeixement 3.0 Espanya
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
CitacióBuenfil, 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.
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