3noIn the present paper, a rock wedge failure that occurred in the Rosandra valley (Trieste, NE Italy) has been back-analysed to compare the results of a traditional rock wedge analysis with those obtained using a 3D finite difference model (FDM). The simulations performed considering a purely frictional model of the rock wedge show that the values of the factor of safety (FOS) are in good agreement with those of the strength reduction factor (SRF). For the failure condition, the calculated values of FOS and SRF are very similar and both <1 (FOS = 0.92 and SRF = 0.93), suggesting that another type of localised strength has to be considered to guarantee block stability, such as that provided by a rock bridge. A second numerical model conside...
Financiado para publicación en acceso aberto: Universidade de Vigo/CISUGStability assessment of pote...
none3On March 12, 2005 a rock slope failure occurred in the Scascoli Gorges (Savena Valley, Northern...
Rock strength is generally divided into the components of cohesion and internal friction. These comp...
In the present paper, a rock wedge failure that occurred in the Rosandra valley (Trieste, NE Italy) ...
3noThis paper presents a back-analysis of a rock wedge failure (volume = 25–30 m3) that involved a l...
This paper presents a back-analysis of a rock wedge failure (volume\uc2 =\uc2 25\u201330\uc2 m3) tha...
The rock slope failure object of this study occurred on the 12th of March, 2005, within the Scascoli...
2noThis paper describes the results of a 2D and 3D numerical modeling carried out on an unstable nat...
The natural formation of rock slopes can result in the initiation of complex failure processes, incl...
2The bi-planar failure, sometimes referred to as "bi-linear failure", is a particular type of ruptur...
During the last decade significant advances have been made in geomechanical modelling and remote sen...
International audienceThe observation of 12 rock fall scars in steep limestone cliffs has shown that...
International audienceIn the presence of joint sets sub-parallel to a slope face, the stability of t...
historic case is a field study of the mechanics of grouted rockbolts conducted in the Kiirunavaara m...
This thesis reports a detailed investigation into the use of the Shear Strength Reduction (SSR) meth...
Financiado para publicación en acceso aberto: Universidade de Vigo/CISUGStability assessment of pote...
none3On March 12, 2005 a rock slope failure occurred in the Scascoli Gorges (Savena Valley, Northern...
Rock strength is generally divided into the components of cohesion and internal friction. These comp...
In the present paper, a rock wedge failure that occurred in the Rosandra valley (Trieste, NE Italy) ...
3noThis paper presents a back-analysis of a rock wedge failure (volume = 25–30 m3) that involved a l...
This paper presents a back-analysis of a rock wedge failure (volume\uc2 =\uc2 25\u201330\uc2 m3) tha...
The rock slope failure object of this study occurred on the 12th of March, 2005, within the Scascoli...
2noThis paper describes the results of a 2D and 3D numerical modeling carried out on an unstable nat...
The natural formation of rock slopes can result in the initiation of complex failure processes, incl...
2The bi-planar failure, sometimes referred to as "bi-linear failure", is a particular type of ruptur...
During the last decade significant advances have been made in geomechanical modelling and remote sen...
International audienceThe observation of 12 rock fall scars in steep limestone cliffs has shown that...
International audienceIn the presence of joint sets sub-parallel to a slope face, the stability of t...
historic case is a field study of the mechanics of grouted rockbolts conducted in the Kiirunavaara m...
This thesis reports a detailed investigation into the use of the Shear Strength Reduction (SSR) meth...
Financiado para publicación en acceso aberto: Universidade de Vigo/CISUGStability assessment of pote...
none3On March 12, 2005 a rock slope failure occurred in the Scascoli Gorges (Savena Valley, Northern...
Rock strength is generally divided into the components of cohesion and internal friction. These comp...