Resistenza a taglio in condizioni di carico sismico In assenza di determinazioni sperimentali appropriate, ottenute da prove di cicliche di laboratorio, la riduzione di resistenza al taglio in condizioni di carico sismico può essere stimata avvalendosi di relazioni empiriche di letteratura, l’analisi può essere condotta sia in termini di tensioni efficaci che in termini di…
DettagliAbstract This article refers to the design of shallow foundations and highlights the normative requirements following the introduction of EC7-1. The calculation model used is in Appendix D of prEN 1997-1 2003 recognized as: the determination of the load limit of a foundation resting on cohesive soil as a short-term analysis. We chose a simple…
Dettagli1rst Algerian-French Meetingson geotechnical, drilling and foundation 17th and 18th June 2014 in Algiers Algeria is currently experiencing an unprecedented economic development, many projects have been launched in the field of housing and infrastructures in the country : highways, bridges, ports, railways, pipelines… Proper performance of these structures requires the collaboration of all professional on geotechnical,…
Dettagli
