Analytical Method for Predicting the Mobility of Slow-Moving Landslides owing to Groundwater Fluctuations

Author:

Conte Enrico12,Troncone Antonello12

Affiliation:

1. Associate Professor, Dipartimento di Difesa del Suolo, Università della Calabria, 87036 Rende (Cosenza), Italy.

2. Ph.D., Assistant Professor, Dipartimento di Difesa del Suolo, Università della Calabria, 87036 Rende (Cosenza), Italy. (corresponding author)

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference20 articles.

1. A visco-plastic model for slope analysis applied to a mudslide in Cortina d'Ampezzo, Italy

2. Bilotta E. and Viggiani C. (1975). “Una indagine sperimentale in vera grandezza sul comportamento di un banco di argille normalmente consolidate.” Proc. 12th National Geotechnical Conf. Associazione Geotecnica Italiana Rome 1 223–240 (in Italian).

3. Burghignoli A. and Calabresi G. (1975). “Determinazione del coefficiente di consolidazione di argille tenere su campioni di grandi dimensioni.” Proc. 12th National Geotechnical Conf. Associazione Geotecnica Italiana Rome 3 239–255 (in Italian).

4. One-dimensional consolidation under general time-dependent loading

5. Soil layer response to pore pressure variations at the boundary

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