American Society of Civil Engineers


Strains Preceding Failure in Infinite Slopes


by Gianfranco Urciuoli, (Department of Geotechnical Engineering, University of Naples Federico II Via Claudio 21 - 80125, Naples Italy)

International Journal of Geomechanics, Vol. 2, No. 1, January 2002, pp. 93-112, (doi:  http://dx.doi.org/10.1061/(ASCE)1532-3641(2002)2:1(93))

     Access full text
     Purchase Subscription
     Permissions for Reuse  

Document type: Journal Paper
Abstract: An analysis is presented of the strains and displacements that take place in an infinite slope, consisting of an elastic-plastic Mohr-Coulomb material, due to the increase of the water table level. In particular, an attempt is made to establish a relationship between the displacements before failure and the slope safety factor. It is also shown that, for a slope of given geometry and mechanical properties, the strains and displacements before failure are significantly influenced by the ratio between the stress components parallel and normal to the slope. The initial state of stress plays a major role in defining the thickness of the shear zone within which the shear and volumetric plastic strains concentrate before failure.


ASCE Subject Headings:
Slopes
Failures
Displacement
Water levels
Strain