The Moscardo Torrent basin (Eastern Italian Alps) is a high-risk site, since a large roto-
translational landslide might dam the torrent, with the consequence of increasing the …

Limit equilibrium analyses were conducted using pseudo-static approach to investigate the
behavior of a typical reinforced slope under seismic loading. Slope height, slope face …

This paper provides an interpretation of the behaviour of retaining structures made of
geosynthetic-reinforced earth, subjected to a severe seismic loading. It is seen that during …

This study investigates the seismic vertical bearing capacity of strip footings positioned on
reinforced soil structures employing a two-phase approach and the slip line method. The …

There are several methods proposed in the last two decades that can be used to design
geosynthetic reinforced soil retaining walls and slopes. The majority of them are based on …

Abstract Classical Mohr-Coulomb (MC) criteria is typically applied to assess the soil strength
in the analysis of tunnel face stability, in which the tensile strength is expressed as the …

This paper investigates the performance of geo-reinforced soil structures subjected to
loading applied to strip footings positioned close to a slope crest. The kinematic theorem of …

This paper investigates the pseudo-static analysis of reinforced slopes with geosynthetics
under the influence of the uniform surcharge to evaluate the maximum tensile force of …

The issue of vertical capacity expansion of municipal solid waste (MSW) landfills with
reinforced soil walls (RSWs) is addressed in the present investigation. The influence of …

In the present study, pseudostatic method is used to analyse the stability of soil-nailed
vertical wall under seismic conditions. This approach includes an additional inertial force …