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The soft foundation soils of new breakwaters at the port of Barcelona
dc.contributor.author | Alonso Pérez de Agreda, Eduardo |
dc.contributor.author | Gens Solé, Antonio |
dc.contributor.author | Madrid, R |
dc.contributor.author | Uzcanga, J |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica |
dc.date.accessioned | 2013-10-07T16:49:42Z |
dc.date.created | 2007 |
dc.date.issued | 2007 |
dc.identifier.citation | Alonso, E. [et al.]. The soft foundation soils of new breakwaters at the port of Barcelona. A: European Conference on Soil Mechanics and Geotechnical Engineering. "Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering". Madrid: IOS Press, 2007, p. 1765-1770. |
dc.identifier.isbn | 978-90-5966-055-7 |
dc.identifier.uri | http://hdl.handle.net/2117/20326 |
dc.description.abstract | The outer breakwaters of the new Barcelona harbour are currently under construction. Two types of breakwater are used: the classical trapezoidal rockfill structures and vertical caissons. The foundation soils are relatively uniform: soft normally consolidated silty clays with thin interlayers of silts and fine sands. These deltaic deposits reach a thickness in excess of 50m along the breakwaters. Below, a stronger level of gravels in a clay matrix is found. The paper describes the properties of the deltaic foundation soils as determined in the field and in the laboratory. Particular attention is given to the cyclic instability of foundation soils. A stiffness model for the deltaic deposit was also developed on the basis of the tests performed. An instrumented preload test provided also a field estimation of soil stiffness and consolidation properties which is compared with parameters determined in the laboratory. |
dc.format.extent | 6 p. |
dc.language.iso | eng |
dc.publisher | IOS Press |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Fonaments |
dc.subject.lcsh | Breakwaters--Spain |
dc.subject.other | clays |
dc.subject.other | undrained strength |
dc.subject.other | cyclic liquefaction |
dc.subject.other | stiffness |
dc.subject.other | settlements |
dc.subject.other | field test |
dc.subject.other | back analysis |
dc.title | The soft foundation soils of new breakwaters at the port of Barcelona |
dc.type | Conference report |
dc.subject.lemac | Esculls artificials -- Catalunya |
dc.contributor.group | Universitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques |
dc.rights.access | Restricted access - publisher's policy |
local.identifier.drac | 2401575 |
dc.description.version | Postprint (published version) |
dc.date.lift | 10000-01-01 |
local.citation.author | Alonso, E.; Gens, A.; Madrid, R.; Uzcanga, J. |
local.citation.contributor | European Conference on Soil Mechanics and Geotechnical Engineering |
local.citation.pubplace | Madrid |
local.citation.publicationName | Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering |
local.citation.startingPage | 1765 |
local.citation.endingPage | 1770 |