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

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

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

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

5. 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

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

7. Aveiro – Portugal
Amoroso et al. (2015)

8. Christchurch – New Zealand
Amoroso et al. (2015)

9. Christchurch – New Zealand
Amoroso et al. (2015)

10. Shenton Park – Western Australia
Amoroso (2011)

11. East Perth – Western Australia
Amoroso (2011)

12. Santo André / SP Sedimentos do terciário de São Paulo

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

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

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

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

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

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

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

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

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

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