Key Issues in Rock Fall Modeling, Hazard and Risk Assessment for Rockfall Protection

被引:62
作者
Crosta, Giovanni B. [1 ]
Agliardi, Federico [1 ]
Frattini, Paolo [1 ]
Lari, Serena [1 ]
机构
[1] Univ Milano Bicocca, Earth & Environm Sci, I-20126 Milan, Italy
来源
ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 2: LANDSLIDE PROCESSES | 2015年
关键词
Rockfall; 3D modeling; Hazard; Risk; Countermeasure; Hy-STONE; SIMULATION; SUSCEPTIBILITY; FRAGMENTATION; FREQUENCY; IMPACTS; DESIGN; ENERGY; SIZE; DEM;
D O I
10.1007/978-3-319-09057-3_4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Rockfalls pose a significant threat to life and property, thus rockfall protection is a major issue in areas exposed to severe rockfall hazard. Rockfall protection approaches include quantitative rockfall hazard and risk assessment, as well as the design of structural countermeasures. These require a sound and robust quantification of 3D rockfall trajectories, distribution and intensity of impacts, and magnitude and variability of involved dynamic quantities. Providing highly reliable modeling inputs to rockfall protection remains a difficult task, because of the complexity and intrinsic stochastic nature of rockfall physics and the uncertainty of all the relevant parameters. However, significant advances in rockfall analysis have been made in the last decade, and modern 3D rockfall modeling techniques now provide effective tools to support rockfall protection activities, even in difficult design conditions. Nevertheless, their use can still be complex and raises a series of difficult steps both in the modeling and the analysis of the results. In this paper, we provide an overview of rockfall analysis aspects relevant to rockfall protection, as well as examples of applications of modern 3D rockfall runout modeling techniques in rockfall hazard and risk assessment, and countermeasure selection, design and optimization.
引用
收藏
页码:43 / 58
页数:16
相关论文
共 71 条
[1]   Rockfall monitoring by Terrestrial Laser Scanning - case study of the basaltic rock face at Castellfollit de la Roca (Catalonia, Spain) [J].
Abellan, A. ;
Vilaplana, J. M. ;
Calvet, J. ;
Garcia-Selles, D. ;
Asensio, E. .
NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2011, 11 (03) :829-841
[2]   High resolution three-dimensional numerical modelling of rockfalls [J].
Agliardi, F ;
Crosta, GB .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2003, 40 (04) :455-471
[3]   Integrating rockfall risk assessment and countermeasure design by 3D modelling techniques [J].
Agliardi, F. ;
Crosta, G. B. ;
Frattini, P. .
NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2009, 9 (04) :1059-1073
[4]  
Agliardi F, 2014, LANDSLIDE S IN PRESS, V3, P14
[5]  
[Anonymous], 2000, Aust. Geomech, V35, P49
[6]  
[Anonymous], 1999, 99385 US GEOL SURV
[7]  
[Anonymous], 1971, PROC S INT SOC ROCK
[8]  
[Anonymous], P RISK REL GROUND EN
[9]  
[Anonymous], 2000, P 4 N AM ROCK MECH S
[10]   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