Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Carlo Callari"'
Autor:
Francesco Froiio, Carlo Callari
Publikováno v:
International Journal for Multiscale Computational Engineering. 18:181-197
Autor:
Carlo Callari, Johannes C. Pol
This paper presents the numerical interpretation of a recent experiment on a real-scale levee physical model, in order to investigate the process of Backward Erosion Piping (BEP) and validate a recently proposed finite element formulation able to mod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::33e0f1d162cd1fd0fab74ae329e59fd3
http://hdl.handle.net/11695/111587
http://hdl.handle.net/11695/111587
Autor:
Carlo Callari
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783030645175
We present a comparison between the performances of “Strength Reduction” and “Unloading” techniques in the computational application of the so-called “Material Factor Approach” to the stability assessment of tunnel faces. In this framewor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f59be55bb2b30e7eb84af76da03d7323
http://hdl.handle.net/11695/96525
http://hdl.handle.net/11695/96525
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 330:33-63
Numerical methods for predicting localized shear failure in elasto-plastic solids have experienced considerable advancements in the last decades. Among these approaches, the so-called “Embedded Strong Discontinuity (ESD)” method is often successf
Publikováno v:
European Journal of Environmental and Civil Engineering
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2016, 21 (7-8), pp.960-987. ⟨10.1080/19648189.2016.1248794⟩
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2016, 21 (7-8), pp.960-987. ⟨10.1080/19648189.2016.1248794⟩
A granular soil REV located on the upstream side of the erosion pipe front is modelled numerically, at the grain scale, by coupling the Discrete Element Method (DEM) with the Lattice Boltzmann Method (LBM) for the representation of the solid and flui
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783319994222
A method recently proposed for the computational modeling of backward erosion piping is applied for the numerical back-analysis of some pioneering experimental tests on physical models of cofferdams performed by Marsland (1953).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e4f0c151f8689907dcf18598ceff5ffb
http://hdl.handle.net/11695/80397
http://hdl.handle.net/11695/80397
Publikováno v:
Meccanica
Meccanica, Springer Verlag, In press
Meccanica, Springer Verlag, In press
International audience; We report on a numerical experiment by which we investigated the propagation of an erosion pipe in a water saturated granular soil. The simulation was performed with a two-dimensional implementation of the coupling between the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7d105542e7ed6fbcef8dc856e3301dd7
https://hal.archives-ouvertes.fr/hal-02305966
https://hal.archives-ouvertes.fr/hal-02305966
Autor:
Carlo Callari
Publikováno v:
Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art ISBN: 9780429424441
Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art ISBN: 9781003029670
Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art ISBN: 9781003029670
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0dc1d56deee4b6767bcaab267910f5b8
http://hdl.handle.net/11695/86257
http://hdl.handle.net/11695/86257