Triaxial tests on undisturbed gravelly soils from the Sicilian shore of the Messina Strait

Author:

Fioravante V.,Giretti D.,Jamiolkowski M.,Rocchi G.

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. An Dan LQ (1998) Effects stress history and time on the deformation charecteristics of gravelly soils. MSc thesis, Department of Civil Engineering, University of Tokyo

2. Ansal AM, Erken A (1996) Post-testing correction procedure for membrane compliance effects on pore pressure. J Geotech Eng 122(1): 27–38

3. Baldi G, Nova R (1984) Membrane penetration effects in triaxial testing. J Geotech Eng 110(3): 403–420

4. Been K, Jefferies MJ (1985) A state parameter for sands. Géotechnique 35(2): 99–112

5. Cox BR (2006) Development of a direct test method for dynamically assessing the liquefaction resistance of soils in situ. PhD Dissertation, Texas University at Austin, TX, USA

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