Mg. Angeli et al., A VISCOPLASTIC MODEL FOR SLOPE ANALYSIS APPLIED TO A MUDSLIDE IN CORTINA-DAMPEZZO, ITALY, Quarterly Journal of Engineering Geology, 29, 1996, pp. 233-240
This paper describes a visco-plastic model which, using recorded groun
dwater levels, is capable of simulating the velocity trend in landslid
es. It also deals with the phenomenon of shear strength regain that oc
curs in montmorillonitic clays constituting slopes during periods when
landslides are stationary. The model has been validated with long-ter
m observations of a clay slope affected by a mudslide.