Eurocode 7 and Rock Engineering Design: The Case of Rockfall Protection Barriers

被引:10
作者
Vagnon, Federico [1 ]
Bonetto, Sabrina [1 ]
Ferrero, Anna Maria [1 ]
Harrison, John Paul [2 ]
Umili, Gessica [1 ]
机构
[1] Univ Torino, Dept Earth Sci, Via Valperga Caluso 35, I-10125 Turin, Italy
[2] Univ Toronto, Dept Civil & Mineral Engn, Toronto, ON M5S 1A4, Canada
关键词
rockfall; reliability analysis; Eurocode; 7; block volume; STRENGTH APPROACH; RELIABILITY; MASSES;
D O I
10.3390/geosciences10080305
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The Eurocode 7 or EC7 is the Reference Design Code (RDC) for geotechnical design including rock engineering design within the European Union (EU). Moreover, its principles have also been adopted by several other countries, becoming a key design standard for geotechnical engineering worldwide. It is founded on limit state design (LSD) concepts, and the reliability of design is provided mainly by a semi-probabilistic method based on partial factors. The use of partial factors is currently an advantage, mainly for the simplicity in its applicability, and a limitation, especially concerning geotechnical designs. In fact, the application of partial factors to geotechnical design has proven to be difficult. In this paper, the authors focus on the way to apply EC7 principles to rock engineering design by analyzing the design of rockfall protection structures as an example. A real case of slope subjected to rockfall is reported to outline the peculiarity connected to rock engineering. The main findings are related to the complementarity of the reliability-based design (RBD) approach within EC7 principles and the possibility of overcoming the limitations of a partial factor approach to this type of engineering problem.
引用
收藏
页码:1 / 16
页数:16
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