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Nat. Hazards Earth Syst. Sci., 6, 529-539, 2006
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Softening and instability of natural slopes in highly fissured plastic clay shales

L. Picarelli1, G. Urciuoli2, A. Mandolini1, and M. Ramondini2
1Dipartimento di Ingegneria Civile, Seconda Università di Napoli, Aversa, Italy
2Dipartimento di Ingegneria Geotecnica, Università di Napoli Federico II, Napoli, Italy

Abstract. Softening is often considered to be the main cause of first-time slides in OC clay, but so far the mechanics of softening has not been satisfactorily explained. Bearing on laboratory data and field observations about landslides in tectonized highly plastic clay shales of Italian Apennines, the paper describes a process of soil weakening that could explain some failures of natural slopes.

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Citation: Picarelli, L., Urciuoli, G., Mandolini, A., and Ramondini, M.: Softening and instability of natural slopes in highly fissured plastic clay shales, Nat. Hazards Earth Syst. Sci., 6, 529-539, 2006.   Bibtex   EndNote   Reference Manager

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