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Stability Analysis of Soil and Rock Slopes

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Stability Analysis of Soil and Rock Slopes

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dc.contributor.author Torrijo Echarri, Francisco Javier es_ES
dc.contributor.author Garzón Roca, Julio es_ES
dc.contributor.author Eguíbar Galán, Miguel Ángel es_ES
dc.contributor.author Trizio, Francesca es_ES
dc.date.accessioned 2022-07-29T08:28:08Z
dc.date.available 2022-07-29T08:28:08Z
dc.date.issued 2022-07-06 es_ES
dc.identifier.isbn 978-84-1396-037-1 es_ES
dc.identifier.uri http://hdl.handle.net/10251/184935
dc.description.abstract The analysis of the stability of slopes is a key aspect in the design of any infrastructure such as roads, railways, canals, pipelines and dams as well as in mining operations. For common infrastructures, slopes reach heights up to 40 or 50 m, although slope of more than 200 m can be built on some occasions. These slopes should normally be projected as vertical as possible for economic reasons and must be stable in the long term. On the other hand, mining slopes are designed based on the mineral deposit to be exploited and may need to be stable exclusively for a short or medium term. The potential instability of slopes is not only related to infrastructures or mining operations, but it is also of high importance in other areas of Civil Engineering like land use planning, urbanism and environmental issues. Although many landslides take place in sparsely populated mountain areas where material damage and deaths are lower than the one produced by other hazards like floods or earthquakes, some slope instabilities around the world resulted in infamous disasters with a great amount of life losses. The consequences of these great disasters together with the fact that small landslides, even though can cause just a dozen victims, are very numerous, almost continuous throughout any year and always result in significant economic losses,shows the importance of analyzing slope stability and forecasting and preventing such kind of natural and man-made potential hazards. For that, this book shows the most relevant aspects for the student of Civil Engineering within the field of the stability of slope. es_ES
dc.format.extent 114 es_ES
dc.format.medium Físico es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Colección Académica es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Stability es_ES
dc.subject Analysis es_ES
dc.subject Slopes es_ES
dc.subject.classification INGENIERIA DEL TERRENO es_ES
dc.subject.classification INGENIERIA HIDRAULICA es_ES
dc.title Stability Analysis of Soil and Rock Slopes es_ES
dc.type Libro es_ES
dc.rights.accessRights Cerrado es_ES
dc.contributor.affiliation Universitat Politècnica de València. Editorial es_ES
dc.description.bibliographicCitation Torrijo Echarri, FJ.; Garzón Roca, J.; Eguíbar Galán, MÁ.; Trizio, F. (2022). Stability Analysis of Soil and Rock Slopes. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/184935 es_ES
dc.description.accrualMethod EDITORIAL es_ES
dc.relation.publisherversion https://www.lalibreria.upv.es/portalEd/UpvGEStore/products/p_214-5-1 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela EDITORIAL\214_5_1 es_ES
dc.subject.editorial Ingeniería es_ES
dc.subject.editorial Civil es_ES


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