Capillary collapse of loose pyroclastic unsaturated sands characterized at grain scale

Author:

Moscariello Mariagiovanna,Cuomo Sabatino,Salager Simon

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference50 articles.

1. Alonso EE, Gens A, Josa A (1990) Constitutive model for partially saturated nsoils. Géotechnique 40(3):405–430

2. Andò E (2013) Experimental study of the evolution of the microstructure of a granular medium under mechanical loading using tomography X-ray. Ph.D. thesis, Laboratory 3SR, Grenoble, France, p 476

3. Barden L, McGown A, Collins K (1973) The collapse mechanism in partly saturated soil. Eng Geol 7(1):49–60

4. Bilotta E, Cascini L, Foresta V, Sorbinow G (2005) Geotechnical characterisation of pyroclastic soils involved in huge flowslides. Geotech Geol Eng 23(4):365–402

5. Bilotta E, Foresta V, Migliaro G (2008) The influence of suction on stiffness, viscosity and collapse of some volcanic ashy soils. In: Proceedings of the 1st European conference of the unsaturated soils, advances in geo-engineering, E-UNSAT 2008, Durham, United Kingdom, 2–4 July 2008. CRC Press, p 349

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