Filippo Catanzariti (04-06-1969 Calabria, Italy) is an engineer, buisnessman, and computer programmer.
He graduated in civil engineering at the University of Calabria (UNICAL) with a thesis entitled "Programma di calcolo per l’analisi della stabilità dei pendii con metodi numerici avanzati” (Calculation program for the analysis of slope stability with advanced numerical methods).
From 1996-1999 he worked as an analyst and software developer specialized in algorithms and development in the main programming languages: pascal, vb, fortran, visual c ++ and in the web full stack developer.
In 1999 he founded Geostru, the well-known international software company, for which he produced hundreds of software and sophisticated analysis algorithms.
Maturing experience in: advanced mathematical models 2D / 3D and graphics programming with OpenGL and DirectX.
Between 2000-2014 he was co-supervisor of numerous degree theses and author of technical articles published by Ingenium Edizioni.
Between 2014-2019 he published articles in international technical journals and coordinated important university research projects.
Since 2014 he is a member of: AGI, ISRM, ISSMGE, AGI-IGS and certificate of AGS (Association of Geotechnical & Geoenvironmental Specialists).
Since 2016 he works as analyst, software developer, consultant for insourcing (SC ENGSOFT) and outsourcig activities for important international companies, in the European Silicon Valley, Cluj Napoca.
Subsidenza come analizzarla con Loadcap Di recente, è stato pubblicato sulla rivista scientifica Marine and Petroleum Geology un articolo dal titolo “Alternative methods for calculating compaction in sedimentary basins” i cui autori sono Martiìn-Martìn M. and Robles-Marìn P.. In questo articolo gli autori hanno proposto metodi alternativi per il calcolo della compattazione nei bacini sedimentari…
Per effettuare il calcolo dei cedimenti di una fondazione mista occorre fare un’analisi di interazione per individuare come si ripartisce il carico trasmesso dalla sovrastruttura. Deve essere stimata la rigidezza di una fondazione mista che dipende dalla rigidezza della platea e dalla rigidezza del gruppo di pali, che a sua volta dipende dalla rigidezza del…
The bearing capacity of a shallow foundation can be defined as the maximum value of the load applied, for which no point of the subsoil reaches failure point (Frolich method) or else for which failure extends to a considerable volume of soil (Prandtl method and successive). Prandtl, has studied the problem of failure of an…
Slope stability analysis: The term slope means a portion of the natural slope whose original profile has been modified by artificial interventions relevant with respect to stability. The term landslide refers to a situation of instability affecting natural slopes and involving large volumes of soil. Introduction to stability analysis The resolution of a stability problem requires…