dc.creator | Justo Alpañés, José Luis de | es |
dc.creator | Durand Neyra, Percy | es |
dc.creator | Soriano Cuesta, Cristina | es |
dc.creator | Saura Martínez, Juan | es |
dc.creator | Marco, José Manuel | es |
dc.date.accessioned | 2024-05-09T19:19:04Z | |
dc.date.available | 2024-05-09T19:19:04Z | |
dc.date.issued | 2005 | |
dc.identifier.citation | Justo Alpañés, J.L.d., Durand Neyra, P., Soriano Cuesta, C., Saura Martínez, J. y Marco, J.M. (2005). Ground improvement and reinforcement in four dikes on soft soil. En 16th International Conference on Soil Mechanics and Geotechnical Engineering (1363-1367), Osaka: International Society for Soil Mechanics and Geotechnical Engineering. | |
dc.identifier.isbn | 978-90-5966-027-4 | es |
dc.identifier.uri | https://hdl.handle.net/11441/158031 | |
dc.description.abstract | The final stretch of the Low Guadalquivir Canal includes an irrigation control pond, closed by four homogeneous embankments, three
of which are placed on marshland. Figure 2 shows the final design that incorporates the following elements: a geotextile with a
stiffness of 8333 kPa at the base, band shaped drains and upper sand blankets, a chimney drain and widened berms. During 1157 days
measurements have been taken at topographical stakes, settlement plates, piezometers and inclinometers placed within and below the
embankments. Several rheological models have been employed to interpret the measured displacements and pore pressures. | es |
dc.description.abstract | La section finale du Canal du Bas Guadalquivir inclut un étang de control pour l'irrigation, fermé par quatre remblais homogènes,
dont trois sont placés sur le marais. La Figure 2 montre la conception finale qui incorpore les éléments suivants : un géotextile avec
une rigidité de 8333 kPa à la base, des drains de bande et des couches supérieures de sable, un drain de cheminée et des bermes
élargies. Pendant 1157 jours des mesures ont été prises à des points de repère, plaques de tassement, piezometres et inclinomètres
placés dans et au-dessous des remblais. Plusieurs modèles rhéologiques ont été utilisés pour interpréter les déplacements et les
pressions interstitielles mesurés. | es |
dc.format | application/pdf | es |
dc.format.extent | 6 p. | es |
dc.language.iso | eng | es |
dc.publisher | International Society for Soil Mechanics and Geotechnical Engineering | es |
dc.relation.ispartof | 16th International Conference on Soil Mechanics and Geotechnical Engineering (2005), pp. 1363-1367. | |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.title | Ground improvement and reinforcement in four dikes on soft soil | es |
dc.title.alternative | Amélioration et renfort du sol dans quatre digues sur sol mou | es |
dc.type | info:eu-repo/semantics/conferenceObject | es |
dc.type.version | info:eu-repo/semantics/publishedVersion | es |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es |
dc.contributor.affiliation | Universidad de Sevilla. Departamento de Estructuras de Edificación e Ingeniería del Terreno | es |
dc.relation.publisherversion | https://dx.doi.org/10.3233/978-1-61499-656-9-1363 | es |
dc.identifier.doi | 10.3233/978-1-61499-656-9-1363 | es |
dc.publication.initialPage | 1363 | es |
dc.publication.endPage | 1367 | es |
dc.eventtitle | 16th International Conference on Soil Mechanics and Geotechnical Engineering | es |
dc.eventinstitution | Osaka | es |
dc.relation.publicationplace | Londres | es |