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Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022(1)
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Geotechnical characterization of the estuarine deltaic deposits in the Guayaquil city through in situ and laboratory tests
ArticleAbstract: According to previously available research and seismic microzonation studies a large area of the GuaPalabras claves:Diatoms, Estuarine deltaic deposits, Geotechnical characterization, Piezocone test, Seismic dilatometer test, Soft claysAutores:Amoroso S., Bosco Intriago Álvarez, Davide Besenzon, Hernán Bazurto Palma, Xavier Vera-GrunauerFuentes:scopusEarthquake ground effects and intensity of the 16 april 2016 M<inf>w</inf> 7.8 pedernales, ecuador, earthquake: Implications for the source characterization of large subduction earthquakes
ArticleAbstract: Starting on the day after the mainshock, we mapped in the field and compiled all the available obserPalabras claves:Autores:Davide Besenzon, Ferrario M.F., Kervin Chunga, Livio F., Maurizio Mulas, Michetti A.M., Ochoa-Cornejo F.Fuentes:googlescopusMonitoring ground improvement using in situ tests in Guayaquil, Ecuador
Conference ObjectAbstract: The present work describes the use of the seismic dilatometer test (SDMT) and the piezocone test (CPPalabras claves:Autores:Amoroso S., D. A. Falquez, Davide Besenzon, F. Ripalda, Illingworth F., Luque R.Fuentes:scopusThe 7.8 m<inf>w</inf> earthquake and tsunami of 16<sup>th</sup> April 2016 in Ecuador: Seismic evaluation, geological field survey and economic implications
ArticleAbstract: We evaluated the recent earthquake and tsunami responsible for considerable damage and 663 deaths duPalabras claves:Earthquake, Economic losses, ECUADOR, Seismic damage, TsunamiAutores:Davide Besenzon, Fabián Rodríguez-Espinosa, Hugo Ruiz, Humberto Parra, Iván Fernando Palacios-Orejuela, Kervin Chunga, Mario Cruz D’Howitt, Nikolaou S., Theofilos Toulkeridis, Willington Rentería, Xavier Vera-GrunauerFuentes:scopusThe mechanics of iron tailings from laboratory tests on reconstituted samples collected in post-mortem Dam I in Brumadinho
ArticleAbstract: Dam B1 was approximately 85 m high and 700 m long along the crown when it suddenly failed in 25th ofPalabras claves:Critical state soil mechanics, Geotechnical laboratory tests, Instability, Iron ore tailings, Liquefaction, Tailings dam failureAutores:Cordeiro D., da Fonseca A.V., Davide Besenzon, Ferreira C., Fonseca A., Molina-Gómez F.Fuentes:scopus