... Abstract The present papers deals with in situ characterization of rock formations as per Schmidt Rebound Hammer classification values (R) and portrays a model for spatial susceptibility of landslides in mountainous terrain. A geotechnical classification of rock masses depending on the range...

... Abstract The pregnant and sliding mechanism of rock landslides was firstly obtained, comparative analysis of modern typical rock landslides information. Then, the failure mechanism of rock landslides was simulated selected a typical rocky bedding landslide as prototype, which damaged mainly...

...ISRM-Sponsored International Symposium on Rock Mechanics: Rock Characterisation, Modelling and Engineering Design Methods The Séchilienne landslide: a non typical progressive failure implying major risks J.-L. Durville Conseil général de l'environnement et du développement durable, Paris, France...

... fault. The ranges of 7 to 11km in the hanging wall and o to 5km in the footwall can be delimited as the middle development zones. A vast majority of large-scale landslides are distributed within the range of 5km from the fault, and large-scale landslides are unlikely to occur within the range of over...

... Barrier Lake chongzhou debris flow landslide Wenchuan Earthquake Reservoir Characterization right bank Discharge emergency rescue operation Earthquake disaster mitigation work gradient water level mountain rearch Tangjiashan major barrier lake river shifang longmenshan fault...

... ABSTRACT The Vagli arc-gravity dam (95.50m in high), in the Northern Apennines (Italy), was built in the early '50s of the last century. Its basin contains about 34Mm3 and is one of the largest hydroelectric basins in the peninsular, Italy. Early after the water in-filling, a large landslide...