Oedometric Tests on Artificially Weathered Carbonatic Soft Rocks

Author:

Castellanza Riccardo1,Nova Roberto2

Affiliation:

1. Research Scientist of Geotechnical Engineering, Dept. of Structural Engineering, Milan Univ. of Technology (Politecnico), Piazza L. da Vinci, 32, 20133, Milan, Italy.

2. Professor of Geotechnical Engineering, Dept. of Structural Engineering, Milan Univ. of Technology (Politecnico), Piazza L. da Vinci, 32, 20133, Milan, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference19 articles.

1. A natural compression law for soils (an advance on e–log p′)

2. Castellanza R. (2002). “Weathering effects on the mechanical behaviour of bonded geomaterials: An experimental theoretical and numerical study.” PhD thesis Politecnico di Milano Milan Italy.

3. Cemented sands under static loading.;Clough G. W.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1981

4. Di Prisco C. Matiotti R. and Nova R. (1992). “A mathematical model of grouted sand behaviour.” Proc. Numerical Models in Geomechanics NUMOG IV G. Pande and S. Pietrusczczak eds Balkema Rotterdam The Netherlands 25–35.

5. Gens A. and Nova R. (1993). “Conceptual bases for a constitutive model for bonded soils and weak rocks.” Proc. Geotechnical Engineering Hard Soils-Soft Rocks A. Anagnostopoulos F. Schlosser N. Kalteziotis and R. Frank eds. Balkema Rotterdam The Netherlands 485–494.

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