Determination of Atterberg limits by dynamic gravimetry;Détermination indirecte des limites d'Atterberg par gravimétrie dynamique

Comptes Rendus - Geoscience

Volumn 336, Issue 14, 2004, Pages 1233-1238

  Proust, Chantal ^a   Jullien, Agnès ^b   Le Forestier, Lydie ^a  

^a UNIVERSITÉ D'ORLÉANS   (France)

^b Laboratoire Centrale de Ponts et Chausées   (France)

Author keywords

Atterberg limits; Clay; Drying method; Kaolinite; Smectite

Indexed keywords

ATTERBERG LIMIT; CLAY; GEOTECHNICAL ENGINEERING; GRAVIMETRY; SOIL MECHANICS; WATER CONTENT;

EID: 7444234760     PISSN: 16310713     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.crte.2004.06.003     Document Type: Article

References (7)

1. E.E. Alonso A. Gens A. Josa A constitutive model for partially saturated soils Géotechnique 40 3 1990 405-430
2. A. Casagrande Research on the Atterberg limits of soils Public roads 13 1932 121-136
3. B. Grabowska-Olszewska Modelling physical properties of mixture of clays: Example of a two-component mixture of kaolinite and montmorillonite Appl. Clay Sci. 22 2003 251-259
4. A. Jullien C. Proust L. Le Forestier P. Baillif Hydro-chemo-mechanical coupling effects on permeability and swelling behaviour of a Ca smectite soaked by Cu solutions Appl. Clay Sci. 21 2002 143-153
5. C. Pothier, Études des propriétés de confinement de matériaux argileux pour barrières ouvragées de stockages de déchets, thèse université d'Orléans, 2001
6. J.-C. Robinet M. Pakzad A. Jullien F. Plas A general modelling of expansive and non expansive clays Int. J. Numer. Methods Geomech. 23 1999 1319-1335
7. H.B. Seed R.J. Woodward Jr. R. Lundgren Clay mineralogical aspects of the Atterberg limits J. Soil Mech. Foundations Division, Proc. Am. Soc. Civil Eng. 1964 107-131