Flexible membranes anchored to the ground for slope stabilisation: Numerical modelling of soil slopes using SPH

Blanco Fernández, Elena; Castro Fresno, Daniel; del Coz Diaz, Juan Jose; Navarro-Manso, A.; Alonso-Martinez, M.

doi:10.1016/j.compgeo.2016.04.014

dc.contributor.author	Blanco Fernández, Elena	es_ES
dc.contributor.author	Castro Fresno, Daniel	es_ES
dc.contributor.author	del Coz Diaz, Juan Jose	es_ES
dc.contributor.author	Navarro-Manso, A.	es_ES
dc.contributor.author	Alonso-Martinez, M.	es_ES
dc.contributor.other	Universidad de Cantabria	es_ES
dc.date.accessioned	2017-06-30T15:53:38Z
dc.date.available	2018-10-01T02:45:11Z
dc.date.issued	2016-09	es_ES
dc.identifier.issn	0266-352X	es_ES
dc.identifier.uri	http://hdl.handle.net/10902/11317
dc.description.abstract	An alternative modelling for flexible membranes anchored to the ground for soil slope stabilisation is presented using Smoothed-Particle Hydrodynamics to model the unstable ground mass in a soil slope, employing a dynamic solve engine. A regression model of pressure normal to the ground, qsim, and also membrane deflection, fsim, have been developed using Design of Experiment. Finally, a comparison between the pressure obtained from numerical simulation and from a limit equilibrium analysis considering infinite slope has been carried out, showing differences in the results, mainly due to the membrane stiffness.	es_ES
dc.description.sponsorship	The realization of this research paper has been possible thanks to the funding of the following entities: SODERCAN (Sociedad para el Desarrollo de Cantabria), Consejería de Obras Públicas del Gobierno de Cantabria, Iberotalud S.L., Malla Talud Cantabria S.L. and Contratas Iglesias S.L. The authors wish also to acknowledge the support provided by the GICONSIME Research Group of the University of Oviedo and the GITECO Research Group of the University of Cantabria. We also thank Swanson Analysis Inc. for the use of the ANSYS Academic program.	es_ES
dc.format.extent	10 p.	es_ES
dc.language.iso	eng	es_ES
dc.publisher	Elsevier	es_ES
dc.rights	Atribución-NoComercial-SinDerivadas 3.0 España	*
dc.rights.uri	http://creativecommons.org/licenses/by-nc-nd/3.0/es/	*
dc.source	Computers and geotechnics Volume 78, September 2016, Pages 1-10	es_ES
dc.title	Flexible membranes anchored to the ground for slope stabilisation: Numerical modelling of soil slopes using SPH	es_ES
dc.type	info:eu-repo/semantics/article	es_ES
dc.relation.publisherVersion	https://doi.org/10.1016/j.compgeo.2016.04.014	es_ES
dc.rights.accessRights	openAccess	es_ES
dc.identifier.DOI	10.1016/j.compgeo.2016.04.014	es_ES
dc.type.version	acceptedVersion	es_ES