Vajont was a case of an extremely fast landslide and efforts to clarify the failure have been mainly concentrated in providing a consistent explanation taking into account this characteristic feature. Particularly in the case of Vajont landslide, attention has been essentially focused on the shearing properties of the sliding surface. An accepted explanation for the velocity reached is the thermo-hydraulic-mechanical coupling under saturated conditions, which induces thermal dilation and effective stress reduction due to pore pressure build-up. Nevertheless, lack of in situ and experimental information has become one of the main drawbacks when trying to explain these coupled processes. In situ information is difficult to obtain since temper...
The problem of creeping landslides accompanied by heat production due to friction on their base is s...
The catastrophic Vaiont landslide (Southern Alps, Italy) of 9 October 1963 moved 2.7 × 108 m3 of roc...
The paper discusses some factors that control the shearing soil behaviour and the dynamics of landsl...
Vajont was a case of an extremely fast landslide and efforts to clarify the failure have been mainly...
A new experimental apparatus -emulating the annular shape of the ring shear- has been designed and d...
The scope of the paper encompasses planar and compound sliding motions, which may exhibit creeping b...
The localization of strains in landslide shearing surfaces may induce relevant weakening processes d...
Thermally induced excess pore pressures have been included into a two-wedge evolutive model of Vaion...
The re-activation of a large (40 Mm3) landslide on the valley slopes of a reservoir motivated a rese...
Heat-induced eccess pore pressures on the failure surface of a planar slide have been calculated by ...
In this work, a new thermo-mechanical model is developed, applicable to large-scale, deep-seated lan...
The paper describes a thermo-hydro-mechanical formulation to model thermal-induced effects due to th...
Thermal pressurisation has been proposed in literature as the key phenomenon to interpret the mechan...
Thermal effects induced by the own motion of an unstable mass have been included in the analysis of ...
In this work, a new thermo-mechanical model is developed by improving on an existing one, applicable...
The problem of creeping landslides accompanied by heat production due to friction on their base is s...
The catastrophic Vaiont landslide (Southern Alps, Italy) of 9 October 1963 moved 2.7 × 108 m3 of roc...
The paper discusses some factors that control the shearing soil behaviour and the dynamics of landsl...
Vajont was a case of an extremely fast landslide and efforts to clarify the failure have been mainly...
A new experimental apparatus -emulating the annular shape of the ring shear- has been designed and d...
The scope of the paper encompasses planar and compound sliding motions, which may exhibit creeping b...
The localization of strains in landslide shearing surfaces may induce relevant weakening processes d...
Thermally induced excess pore pressures have been included into a two-wedge evolutive model of Vaion...
The re-activation of a large (40 Mm3) landslide on the valley slopes of a reservoir motivated a rese...
Heat-induced eccess pore pressures on the failure surface of a planar slide have been calculated by ...
In this work, a new thermo-mechanical model is developed, applicable to large-scale, deep-seated lan...
The paper describes a thermo-hydro-mechanical formulation to model thermal-induced effects due to th...
Thermal pressurisation has been proposed in literature as the key phenomenon to interpret the mechan...
Thermal effects induced by the own motion of an unstable mass have been included in the analysis of ...
In this work, a new thermo-mechanical model is developed by improving on an existing one, applicable...
The problem of creeping landslides accompanied by heat production due to friction on their base is s...
The catastrophic Vaiont landslide (Southern Alps, Italy) of 9 October 1963 moved 2.7 × 108 m3 of roc...
The paper discusses some factors that control the shearing soil behaviour and the dynamics of landsl...