Structural evolution of the Pico del Águila anticline (External Sierras, southern Pyrenees) derived from sandbox, numerical and 3D structural modelling techniques

Autor: Vidal-Royo, O., Muñoz, J. A., Hardy, S., Koyi, H., Cardozo, N., Universitat de Barcelona. Grup de Geodinàmica i Anàlisi de Conques (GGAC), Universitat de Barcelona. Departament de Geodinàmica i Geofísica, Universitat de Barcelona. Facultat de Geologia, Uppsala University. Department of Earth Sciences

Publikováno v: Recercat: Dipósit de la Recerca de Catalunya
Varias* (Consorci de Biblioteques Universitáries de Catalunya, Centre de Serveis Científics i Acadèmics de Catalunya)
Recercat. Dipósit de la Recerca de Catalunya
instname
Dipòsit Digital de Documents de la UAB
Universitat Autònoma de Barcelona

This paper reports on the integration of different modelling techniques to construct a unified conceptual model of structural evolution of the Pico del Águila anticline (External Sierras, southern Pyrenees, Spain). The structure is a well-known exam

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::20966fe0c0915df9aad12e412411658b
http://hdl.handle.net/2072/398658

Stability of anchored sheet wall in cohesive-frictional soils by FE limit analysis

Autor: Muñoz, J., Lyamin, A., Huerta, Antonio

Publikováno v: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
Universitat Jaume I
Scipedia Open Access
Scipedia SL

This study extends the limit analysis techniques used for the computation of strict bounds of the load factors in solids to stability problems with interfaces, anchors and joints. The cases considered include the pull-out capacity of multibelled anch

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::c7296cfa6f0ab01b95cb513e88524109
https://www.scipedia.com/public/Munoz_et_al_2013a

Hydro-mechanical coupling in zero-thickness interface elements, formulation and applications in geomechanics

Autor: José Alvarellos Iglesias, Ignacio Carol, Daniel Garolera Vinent, Ignasi Aliguer Piferrer, Ramasesha Mookanahallipatna Lakshmikantha, J. M. Segura

Publikováno v: Rock Engineering and Rock Mechanics: Structures in and on Rock Masses ISBN: 9781138001497
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Scopus-Elsevier
Recercat. Dipósit de la Recerca de Catalunya
Universitat Jaume I

Zero-thickness joint/interface elements of the Goodman type, have been advantageously used to solve many problems in solid mechanics involving material interfaces or discontinuities. Some years ago, the authors have also proposed a version of such el

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::da75a79f929ac963ea0ea43c2907248b
https://doi.org/10.1201/b16955-240

Mechanics of unsaturated geomaterials applied to nuclear waste storage

Autor: Antonio Gens Solé

Publikováno v: Recercat. Dipósit de la Recerca de Catalunya
instname
Mechanics of Unsaturated Geomaterials ISBN: 9781118616871
Mechanics of Unsaturated Geomaterials
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1af7a54fd432601629c47040341539ae
http://hdl.handle.net/2117/11182

Étude du comportement des limons loessiques soumis aux vibrations ferroviaires

Autor: Gotor Olabarría, Jesús

Publikováno v: Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)

À partir des enregistrements de paramètres de forage sur le tracé TGV Nord, on a montré la présence des limons décomprimés caractérisés soit par la forte porosité soit par la présence de fontis. Ces limons, non saturés en général, sont

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2ee4a09731122613c41f5917f1c8cd74
http://hdl.handle.net/2099.1/6248