The paper concerns the evaluation of stability conditions of a landslide which occurred behind a marl and limestone quarry located in the Euganean Hills, Northeastern Italy. The limit equilibrium conditions of the landslide is evaluated. Then, an analysis of the displacements induced by the excavation together with their backward-propagation effect on slope movements is performed using the finite element method. The influence of some recent drainage works on the overall stability is also briefly discusse
The Apennine mountains of the Parma Province (Italy) are characterized by a young geological structu...
The Apennine mountains of the Parma Province (Italy) are characterized by a young geological structu...
The paper deals with stress-release effects induced by man-made cuts or excavations into natural sti...
The study of natural phenomena such as landslides requires reducing the problem to a simple scheme t...
Since the time of the Romans the Euganean Hills have been the site of intense quarrying activity. Fr...
A case study of a debris slide (estimated volume of about 35,000 m3) is described in this paper. Thi...
Since 2006, a broadcasting tower and ancillary buildings on the top of a hill adjacent to a large, a...
The Euganean Hills rise isolated in the Venetian alluvial plain, covering an area of about 120 km2 a...
This paper reports some considerations about mechanisms of movement of a large slow earthslide in So...
This paper presents the Colzate-Vertova landslide, a Deep Seated Gravitational Slope Deformation (DS...
Shallow slopes in clayey colluvial covers are often involved in progressive downhill motion with dis...
Vecchiano is located in the northern part of the Pisa plain, just at the foot of D'Oltre Serchio mou...
The Higashi-Shikagoe limestone quarry is an open-pit mine situated in Hokkaido Prefecture, Japan, th...
A study is presented of the slow time dependent movement of the deep-seated deformation of Rosone. T...
The paper presents an analysis and modelling of the reactivation mechanism of a large landslide caus...
The Apennine mountains of the Parma Province (Italy) are characterized by a young geological structu...
The Apennine mountains of the Parma Province (Italy) are characterized by a young geological structu...
The paper deals with stress-release effects induced by man-made cuts or excavations into natural sti...
The study of natural phenomena such as landslides requires reducing the problem to a simple scheme t...
Since the time of the Romans the Euganean Hills have been the site of intense quarrying activity. Fr...
A case study of a debris slide (estimated volume of about 35,000 m3) is described in this paper. Thi...
Since 2006, a broadcasting tower and ancillary buildings on the top of a hill adjacent to a large, a...
The Euganean Hills rise isolated in the Venetian alluvial plain, covering an area of about 120 km2 a...
This paper reports some considerations about mechanisms of movement of a large slow earthslide in So...
This paper presents the Colzate-Vertova landslide, a Deep Seated Gravitational Slope Deformation (DS...
Shallow slopes in clayey colluvial covers are often involved in progressive downhill motion with dis...
Vecchiano is located in the northern part of the Pisa plain, just at the foot of D'Oltre Serchio mou...
The Higashi-Shikagoe limestone quarry is an open-pit mine situated in Hokkaido Prefecture, Japan, th...
A study is presented of the slow time dependent movement of the deep-seated deformation of Rosone. T...
The paper presents an analysis and modelling of the reactivation mechanism of a large landslide caus...
The Apennine mountains of the Parma Province (Italy) are characterized by a young geological structu...
The Apennine mountains of the Parma Province (Italy) are characterized by a young geological structu...
The paper deals with stress-release effects induced by man-made cuts or excavations into natural sti...