Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Kord J Wissmann"'
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 149
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:
IFCEE 2021.
Publikováno v:
Geo-Congress 2020.
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
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 171:63-73
This paper describes the changes in in situ index properties following installation of rammed aggregate piers in a loose sand deposit in New Madrid, Missouri, with a particular focus on the time-dependent strength gain, commonly called sand ageing, a
Autor:
Kord J. Wissmann, Miriam E. Smith
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics V.
Publikováno v:
Geotechnical Frontiers 2017.
Publikováno v:
Journal of Performance of Constructed Facilities. 23:244-250
The use of rammed aggregate pier (RAP) foundations for support of retaining walls and earth fill embankments has increased in recent years to become a geotechnical solution for rapid construction of earth structures in soft ground conditions. A nomin