Identificador persistente para citar o vincular este elemento: http://hdl.handle.net/10553/55244
Campo DC Valoridioma
dc.contributor.authorYepes, Jorgeen_US
dc.contributor.authorGarcía-González, Cándidaen_US
dc.contributor.authorFranesqui, Miguel A.en_US
dc.date.accessioned2019-04-04T10:42:10Z-
dc.date.available2019-04-04T10:42:10Z-
dc.date.issued2017en_US
dc.identifier.isbn978-3-319-53486-2en_US
dc.identifier.otherWoS-
dc.identifier.urihttp://hdl.handle.net/10553/55244-
dc.description.abstractThe costs associated with rockfall risk are high. Many resources are invested in rock slope maintenance and stabilization, and protection measures to reduce rockfall hazards on transport infrastructures. However, few studies aim to evaluate the relative influence of the different factors (geometrical and material properties) affecting falling rock trajectories and the efficiency (retention capacity) of catchment areas. Numerous factors influence both the characteristics of rockfall motion, and their impact and stop-distance. Ritchie’s empirical research (1963) was the first to identify these characteristics and determine the expected impact distance of rockfalls depending on slope geometry. Later studies showed that Ritchie’s results were not as conservative as previously thought, and also that it was hard to apply his ditches on roadways due to their excessive depth (dangerous for vehicles) and width (expensive construction and maintenance). The Ritchie ditch has therefore been improved by computer simulation programs, and the proposed use of concrete walls or fences at the edge of the road. Optimization of the catchment area geometry requires systematic and quantitative analysis of the effect of each factor on rock stop-distance through application of a simulation model. With this aim, this study applies a CRSP 3D computer simulation model (Colorado DoT, USA) considering 75 different configurations of slope-ditch geometries, 4 types of materials and 9 size and shape combinations of falling rocks. In all we examined 270 different cases for hard rock and 180 for soft rock. A statistical analysis was performed with the simulated rock stop-distances to assess the different variables affecting rockfall motion.en_US
dc.languageengen_US
dc.publisherSpringeren_US
dc.sourceAdvancing Culture of Living with Landslides. Volume 3 Advances in Landslide Technology Remote Sensing Techniques in Landslide Mapping and Monitoring / Matjaž Mikoš, Željko Arbanas, Yueping Yin, Kyoji Sassa (eds.). p. 477-485.en_US
dc.subject2506 Geologíaen_US
dc.subject.otherCanary-Islandsen_US
dc.subject.otherFall Analysisen_US
dc.subject.otherDesignen_US
dc.subject.otherParametersen_US
dc.subject.otherSlopesen_US
dc.subject.otherRocksen_US
dc.subject.otherRockfallen_US
dc.subject.otherRockfall Stop-Distanceen_US
dc.subject.otherCrsp-3Den_US
dc.subject.otherDitchen_US
dc.subject.otherCatchment Areaen_US
dc.subject.otherVolcanic Terrainen_US
dc.subject.otherCanary Islandsen_US
dc.titleAnalysis of rockfall stop-distance factors with CRSP-3D in volcanic talusen_US
dc.typeinfo:eu-repo/semantics/bookParten_US
dc.typeBookParten_US
dc.relation.conference4th World Landslide Forumen_US
dc.identifier.doi10.1007/978-3-319-53487-9_56en_US
dc.identifier.isi000438667600056-
dc.description.lastpage485en_US
dc.description.firstpage477en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Capítulo de libroen_US
dc.contributor.daisngid2313783-
dc.contributor.daisngid7618201-
dc.contributor.daisngid6922327-
dc.description.observacionesIndexado en SPIen_US
dc.description.numberofpages9en_US
dc.identifier.eisbn978-3-319-53487-9-
dc.utils.revisionen_US
dc.contributor.wosstandardWOS:Yepes, J-
dc.contributor.wosstandardWOS:Garcia-Gonzalez, C-
dc.contributor.wosstandardWOS:Franesqui, MA-
dc.date.coverdate2017en_US
dc.identifier.conferenceidevents121108-
dc.identifier.ulpgces
dc.description.spiqQ1
item.fulltextSin texto completo-
item.grantfulltextnone-
crisitem.event.eventsstartdate29-05-2017-
crisitem.event.eventsenddate02-06-2017-
crisitem.author.deptGIR IOCAG:Geología Aplicada y Regional-
crisitem.author.deptIU de Oceanografía y Cambio Global-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR Fabricación integrada y avanzada-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR Fabricación integrada y avanzada-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0001-5039-1482-
crisitem.author.orcid0000-0002-8379-3397-
crisitem.author.orcid0000-0003-3803-5690-
crisitem.author.parentorgIU de Oceanografía y Cambio Global-
crisitem.author.parentorgDepartamento de Ingeniería Mecánica-
crisitem.author.parentorgDepartamento de Ingeniería Mecánica-
crisitem.author.fullNameYepes Temiño, Jorge-
crisitem.author.fullNameGarcía González, Cándida Inmaculada-
crisitem.author.fullNameFranesqui García, Miguel Ángel-
Colección:Capítulo de libro
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