M
Manuel Pastor
Researcher at Technical University of Madrid
Publications - 121
Citations - 3980
Manuel Pastor is an academic researcher from Technical University of Madrid. The author has contributed to research in topics: Finite element method & Landslide. The author has an hindex of 30, co-authored 114 publications receiving 3239 citations. Previous affiliations of Manuel Pastor include ETSI & Centro de Estudios y Experimentación de Obras Públicas.
Papers
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Journal ArticleDOI
Recommendations for the quantitative analysis of landslide risk
Jordi Corominas,C.J. van Westen,Paolo Frattini,Leonardo Cascini,Jean-Philippe Malet,Stavroula Fotopoulou,Filippo Catani,M. van den Eeckhaut,Olga Mavrouli,Federico Agliardi,Kyriazis Pitilakis,Mike G. Winter,Manuel Pastor,Settimio Ferlisi,Veronica Tofani,Javier Hervás,J.T. Smith +16 more
TL;DR: In this article, the authors present recommended methodologies for the quantitative analysis of landslide hazard, vulnerability and risk at different spatial scales (site-specific, local, regional and national), as well as for the verification and validation of the results.
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A depth-integrated, coupled SPH model for flow-like landslides and related phenomena
TL;DR: In this article, a depth-integrated, coupled, mathematical model is derived from the velocity-pressure version of the Biot-Zienkiewicz model, which is used in soil dynamics.
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Modeling of Rainfall-Induced Shallow Landslides of the Flow-Type
TL;DR: In this article, the authors deal with the modeling of failure and post-failure stage of shallow landslides of the flow-type that often affect natural shallow deposits of colluvial, weathered, and pyroclastic origin.
Journal ArticleDOI
Application of a SPH depth-integrated model to landslide run-out analysis
Manuel Pastor,T. Blanc,B. Haddad,S. Petrone,M. Sanchez Morles,V. Drempetic,Dieter Issler,Giovanni B. Crosta,Leonardo Cascini,Giuseppe Sorbino,Sabatino Cuomo +10 more
TL;DR: In this paper, a depth-integrated model accounting for pore water pressure dissipation is presented, which makes it possible to model flowslide problems with a high mobility at the beginning, the landslide mass coming to rest once pore pressure dissipate.
Journal ArticleDOI
SPH run-out modelling of channelised landslides of the flow type
TL;DR: In this article, a quasi-3D coupled SPH model is applied to a relevant case history from Southern Italy for which an advanced dataset is available, and numerical results provide a satisfactory back-analysis of the case history and clearly indicate that the bed entrainment rate and the extent of the erodible areas affect the propagation paths, the velocities and the deposition heights.