Rockfall hazard and risk assessment along a transportation corridor in the Nera Valley, central Italy

被引:154
作者
Guzzetti, F [1 ]
Reichenbach, P [1 ]
Ghigi, S [1 ]
机构
[1] CNR, IRPI, I-06128 Perugia, Italy
关键词
rockfall; hazard; risk; defensive measures; transportation network;
D O I
10.1007/s00267-003-0021-6
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Rockfalls are a common type of fast-moving slope failures, and in many countries they represent the primary cause of landslide fatalities. We present a methodology to ascertain rockfall hazard and to determine the associated risk along transportation networks. The proposed methodology is based on the combined analysis of the recurrence of rockfall events, determined from historical information, the frequency-volume statistics of rockfalls, obtained from inventories of recent rockfall triggering events, and the results of a physically based, spatially distributed rockfall simulation model used to determine rockfall hazard. The available information on rockfall hazard is combined in a Geographic Information System with a map of the transportation network to identify the road sections potentially subject to rockfalls. Information on the location and type of rockfall defensive measures, including revetment nets, elastic fences, concrete walls, and artificial tunnels, is used to estimate the efficacy of the defensive structures and to determine the level of the residual rockfall risk along the roads. To illustrate the methodology, we discuss an application in a 48-km(2) area in the Nera River valley, in the Umbria Region of central Italy, where rockfalls are abundant, and where considerable investments were recently made to mitigate rockfall risk.
引用
收藏
页码:191 / 208
页数:18
相关论文
共 30 条
[1]  
[Anonymous], GEOLOGIA APPL IDROGE
[2]  
ANTONINI G., 2002, Bollettino Della Societa Geologica Italiana, V121, P843
[3]   ANALYSIS AND PREDICTION OF ROCKFALLS USING A MATHEMATICAL-MODEL [J].
AZZONI, A ;
LABARBERA, G ;
ZANINETTI, A .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1995, 32 (07) :709-724
[4]  
Budetta P., 2002, B ENG GEOL ENVIRON, V61, P293, DOI [10.1007/s10064-002-0161-6, DOI 10.1007/S10064-002-0161-6]
[5]   Assessment of the hazard from rock fall on a highway [J].
Bunce, CM ;
Cruden, DM ;
Morgenstern, NR .
CANADIAN GEOTECHNICAL JOURNAL, 1997, 34 (03) :344-356
[6]   A geomorphological approach to the estimation of landslide hazards and risks in Umbria, Central Italy [J].
Cardinali, M. ;
Reichenbach, P. ;
Guzzetti, F. ;
Ardizzone, F. ;
Antonini, G. ;
Galli, M. ;
Cacciano, M. ;
Castellani, M. ;
Salvati, P. .
NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2002, 2 (1-2) :57-72
[7]   Coefficient of restitution and rotational motions of rockfall impacts [J].
Chau, KT ;
Wong, RHC ;
Wu, JJ .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2002, 39 (01) :69-77
[8]   Landslides and other surface effects induced by the 1997 Umbria-Marche seismic sequence [J].
Esposito, E ;
Porfido, S ;
Simonelli, AL ;
Mastrolorenzo, G ;
Iaccarino, G .
ENGINEERING GEOLOGY, 2000, 58 (3-4) :353-376
[9]   THE ASSESSMENT OF ROCKFALL HAZARD AT THE BASE OF TALUS SLOPES [J].
EVANS, SG ;
HUNGR, O .
CANADIAN GEOTECHNICAL JOURNAL, 1993, 30 (04) :620-636
[10]  
FLAGEOLLET JC, 1996, LANDSLIDE RECOGNITIO, P13