Vs validations Comparisons between Vs by SDMT and Vs by other methods

Vs at National Site FUCINO – ITALY SDMT (2004) SCPT Cross Hole SASW AGI (1991) Fucino-Telespazio National Research Site (Italy) 2004 2 2

Treporti-Venezia (Italy) Bothkennar (UK) Treporti-Venezia (Italy) Zelazny Most (Poland) Hepton (1988) McGillivray & Mayne (2004) Młynarek et al. (2006) 3 3

Vs in Moss Landing – California USA Site underwent immediate liquefaction during Loma Prieta (1989) earthquaqe Feb 2008

Vs comparisons from : CROSS-HOLE. , S-DMT. and S-CPTU Vs comparisons from : CROSS-HOLE *, S-DMT** and S-CPTU** Copper Tailings at Zelazny Most Jamiolkowski DMT’15

Igor Guskov (Fugro) 2nd Int Igor Guskov (Fugro) 2nd Int. Practical Conference on “Modern methods of field and laboratory investigations of soils” - Moscow 15-16 April 2014

Aveiro – Portugal Amoroso et al. (2015)

Christchurch – New Zealand Amoroso et al. (2015)

Christchurch – New Zealand Amoroso et al. (2015)

Shenton Park – Western Australia Amoroso (2011)

East Perth – Western Australia Amoroso (2011)

Santo André / SP Sedimentos do terciário de São Paulo

Santo André / SP Sedimentos do terciário de São Paulo Ensaio SDMT

Santo André / SP Sedimentos do terciário de São Paulo Ensaio SDMT

Santo André / SP Comparação de resultados Ensaio SDMT x Ensaio Cross Hole

Before embankment construction Venezia Treporti Before embankment construction VS profiles after McGillivray & Mayne 2004 (Monaco et al. 2014)

Cese di Preturo – L’Aquila 2009 earthquake Monaco et al. (2013)

Pianola – L’Aquila 2009 earthquake Monaco et al. (2013)

Roio Piano – L’Aquila 2009 earthquake Monaco et al. (2013)

L’Aquila city centre L’Aquila 2009 earthquake Monaco et al. (2013)

Cansatessa – L’Aquila 2009 earthquake Monaco et al. (2013)

Deepest SDMT sofar Deep SDMT can be executed using the Torpedo method or by pushing in a backfilled hole.[Totani 2009]