Role of Stress History on the Swelling–Shrinkage Behavior of Compacted Scaly Clay

Author:

Rosone Marco1ORCID,Ferrari Alessio2

Affiliation:

1. Assistant Professor, Dept. of Engineering, Univ. of Palermo, Viale delle Scienze Ed. 8, 90128 Palermo, Italy (corresponding author). ORCID: .

2. Professor, Dept. of Engineering, Univ. of Palermo, Palermo, Italy; Dipartimento di Ingegneria, Università degli Studi di Palermo, Palermo, Italy; Laboratory of Soil Mechanics, Ecole Polytechnique Fédérale de Lausanne, Lausanne CH-1015, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference60 articles.

1. Geotechnical properties and slope stability in structurally complex clay soils;AGI (Associazione Geotecnica Italiana);Geotech. Eng. Italy,1985

2. Pore sizes and strength of compacted clay;Ahmed S.;J. Geotech. Eng. Div.,1974

3. Airò Farulla, C., A. Battiato, and A. Ferrari. 2011. “The void ratio dependency of the retention behaviour for a compacted clay.” In Proc., 5th Int. Conf. on Unsaturated Soils, 417–422. London: CRC Press.

4. Safeguarding historic towns on hilltops threatened by land sliding: The case of San Fratello in Sicily;Airò Farulla C.;Ital. Geotech. J.,2015

5. Volume change behaviour of a compacted scaly clay during cyclic suction changes;Airò Farulla C.;Can. Geotech. J.,2010

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