Contributo in atti di convegno, 2016, ENG, 10.1201/b21520-114
Genevois R.; Tecca P.R.; Deganutti A.M.
Dipartimento di Geoscienze, Università Degli Studi di Padova, Padova, , Italy; CNR-IRPI, Padova, , Italy
This paper presents a study of the stability of a steep rock slope, hanging over an active mine site, and a busy road. The overall assessment of the rock mass geometry and mechanical characteristics is carried out by means of both field survey and laboratory tests. The stability of the slope and its possible evolution are evaluated using the Itasca distinct element code UDEC 4.0. The results of the analyses show that heavy and prolonged rainfall is an important triggering factor for major rockfall activity. The slope instability currently concerns only blocks of relatively small size. The possibility of instability of larger rock masses or of an entire pillar cannot be ruled out, because the almost continuous rockfall activity causes a state of general instability of the entire rock mass.
12th International Symposium on Landslides, Landslides in Research, Theory and Practice, pp. 969–974, Napoli, 12-19/06/2016
rock slide, rock mass discontinuities, numerical modelling, UDEC
ID: 452904
Year: 2016
Type: Contributo in atti di convegno
Creation: 2021-04-19 16:58:33.000
Last update: 2021-04-19 17:01:05.000
CNR authors
External links
OAI-PMH: Dublin Core
OAI-PMH: Mods
OAI-PMH: RDF
DOI: 10.1201/b21520-114
URL: http://www.scopus.com/record/display.url?eid=2-s2.0-84984820298&origin=inward
External IDs
CNR OAI-PMH: oai:it.cnr:prodotti:452904
DOI: 10.1201/b21520-114
Scopus: 2-s2.0-84984820298