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Experimental investigation on an effective stress law in compacted clayey/silty soil

Autor
Alonso, E.; Romero, E.
Tipus d'activitat
Presentació treball a congrés
Nom de l'edició
5th Asia-Pacific Conference on Unsaturated Soils
Any de l'edició
2011
Data de presentació
2011
Llibre d'actes
Unsaturated Soils: theory and practice: 5th Asia-Pacific Conference on Unsaturated Soils: Pattaya, Thailand: november 14-16, 2011: proceedings
Pàgina inicial
309
Pàgina final
314
Repositori
http://hdl.handle.net/2117/16351 Obrir en finestra nova
Resum
Experimental results of isotropic stress tests performed on statically compacted clayey silt are presented to examine the volume change response of the material subjected to controlled increments in net mean stress and suction within the elastic domain. The results were interpreted with the help of a single effective stress equation –expressed as the sum of two components: the net stress and a fraction of suction– and enabled the determination of the constitutive parameter X entering into th...
Citació
Alonso, E. E.; Romero, E. Experimental investigation on an effective stress law in compacted clayey/silty soil. A: Asia Pacific Conference on Unsaturated Soils. "Unsaturated Soils: Theory and Practice". Pattaya: 2011, p. 331-336.
Paraules clau
compacted soil, effective stress, laboratory tests
Grup de recerca
MSR - Mecànica del Sòls i de les Roques

Participants