Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Diego Marchetti"'
Autor:
Sara Amoroso, Maria F. García Martínez, Paola Monaco, Laura Tonni, Guido Gottardi, Kyle M. Rollins, Luca Minarelli, Diego Marchetti, Kord J. Wissmann
Following the 2012 Emilia-Romagna seismic sequence, widespread liquefaction of silty sands was observed, providing the opportunity to enhance our knowledge of the influence of fines content on seismic hazard and mitigation works. This paper presents
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::11628032e72e4d0913c01d2a764bd2ff
http://hdl.handle.net/11697/183892
http://hdl.handle.net/11697/183892
Publikováno v:
Geomechanics and Tunnelling. 12:306-317
Autor:
Mauren Nabaes Ferrari Soder, Edgar Odebrecht Edgar Odebrecht, Fernando Schnaid, Diego Marchetti
Publikováno v:
Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.
Autor:
Maurizio Vassallo, Giordano Teza, Vincenzo Sapia, Aura Cecilia Salocchi, Francesca Romana Cinti, Mauro Mariotti, Alessandra Smedile, Paolo Marco De Martini, Giuliano Milana, Sara Amoroso, Diego Marchetti, Fawzi Doumaz, Maria R. Manuel, Kord J. Wissmann, Cesare Comina, F. Loddo, Dario Conforti, Daniela Pantosti, Guido Gottardi, Paola Monaco, Kyle M. Rollins, Marco Anzidei, Marco Stefani, Igino Coco, Arianna Pesci, Brian Metcalfe, Andrea Carpena, Valerio Materni, Sebastiano Foti, Antonio Pesce, Giuseppe Di Giulio, Gabriele Tarabusi, Luca Minarelli, Stefano Lugli, Fabio Giannattasio, Daniela Fontana, Riccardo Civico, Paul Andersen, Laura Tonni, María Fernanda García Martínez
In the engineering geology field increased attention has been posed in recent years to potential liquefaction mitigation interventions in susceptible sand formations. In silty sands this is a major challenge because, as the fines content increases, v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::392fdab0c197ccee70ea22602d5755dd
https://hdl.handle.net/11380/1207292
https://hdl.handle.net/11380/1207292
Autor:
Silvano Marchetti, Diego Marchetti
Publikováno v:
Procedia Engineering. 158:428-433
This paper illustrates recent developments in the DMT interpretation on two topics (1) DMT In Partially Draining Saturated Silts (“Niche Silts”) (2) Estimating by DMT the liquefaction resistance CRR in clean sand. As to the “Niche Silts” topi
Publikováno v:
Geotechnical Testing Journal. 43:20180233
A new seismic dilatometer (SPDMT) has been developed to combine the measurements of the flat dilatometer (DMT) geotechnical parameters with both P- and S- waves velocities. This new SPDMT is composed of the traditional mechanical DMT and four sensors
Publikováno v:
Obras y proyectos n.13 2013
SciELO Chile
CONICYT Chile
instacron:CONICYT
SciELO Chile
CONICYT Chile
instacron:CONICYT
Este artículo describe el equipo de ensayo del dilatómetro plano DMT e importantes aplicaciones en Ingeniería Geotécnica. El ensayo DMT es cada vez más usado alrededor del mundo debido a que el equipo y método de ensayo son confiables, adaptabl
Publikováno v:
Geotechnical Testing Journal. 41:20170374
This paper describes a proposed testing procedure and interpretation method for the characterization of silts using the flat dilatometer test (DMT). This method aims to compensate for errors that are introduced by the partial-drainage conditions that
Publikováno v:
Scopus-Elsevier
The seismic dilatometer (SDMT) is the combination of the standard flat dilatometer (DMT) with a seismic module for measuring the shear wave velocity V S . This paper summarizes the experience gained from SDMT tests performed at 34 sites. In particula
This work presents the first results of a broader research project aimed at the development or modifications of clays with increased properties for technological purposes and novel applications. This first step addresses on the chemical and physical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1751778f6f11ddd4f877f2ea8175cf0a
http://hdl.handle.net/11585/56971
http://hdl.handle.net/11585/56971