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dc.contributor.authorGesto Beiroa, José Manuel
dc.contributor.authorGens Solé, Antonio
dc.contributor.authorArroyo Alvarez de Toledo, Marcos
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica
dc.date.accessioned2014-01-23T17:55:50Z
dc.date.available2014-01-23T17:55:50Z
dc.date.created2013
dc.date.issued2013
dc.identifier.citationGesto, J.M; Gens, A.; Arroyo, M. THMC modelling of jet grouting. A: International Conference on Computational Plasticity Fundamentals and Applications. "Computational Plasticity XII: Fundamentals and Applications - Proceedings of the 12th International Conference on Computational Plasticity". Barcelona: 2013, p. 1353-1359.
dc.identifier.isbn978-849415315-0
dc.identifier.urihttp://hdl.handle.net/2117/21345
dc.description.abstractA framework for the study of the jet-grouting hydration reaction and of the associated thermo-hydro-mechanical and chemical (THMC) interactions with the surrounding soils has been developed. In this work, we summarize the basic formulation that may be used for the simulation of such interactions, including references to the balance equations governing the problem, to the release of heat during the curing of the jet-grouted mass, to the TMC behaviour of such material and to the THM behaviour of the surrounding soil. The approach presented falls within the framework of plasticity for saturated soils, and it has been implemented within a FEM code for the study of the potential effects of the THMC couplings associated to jet-grouting treatments. The results obtained with this program validate it as a proper tool for the systematic analysis of a number of questions of interest in engineering practice, allowing the assessment, among others, of the following issues: magnitude and rate of production of the thermo-plastic settlements caused by the heat release associated to the installation of jet-grouted columns in the soil; effects of the release of the hydration heat on the hydraulic conditions in the surrounding soil; effects of the boundary conditions, the relative position of the jet-grouted zones and its sequence of installation on the rate of increase of the stiffness and strength associated to the curing of the jet-grouted zones; effects of those factors on the impact of the heat release on the surrounding soils.
dc.format.extent7 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica
dc.subject.lcshPlasticity--Mathematical models
dc.subject.lcshSoil stabilization
dc.subject.otherCement hydration
dc.subject.otherComputational plasticity
dc.subject.otherCoupled analysis
dc.subject.otherJet grouting
dc.subject.otherThermo-hydro- mechanical phenomena
dc.titleTHMC modelling of jet grouting
dc.typeConference report
dc.subject.lemacPlasticitat -- Mètodes numèrics
dc.subject.lemacSòls -- Estabilització
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.relation.publisherversionhttp://congress.cimne.com/complas2013/proceedings/
dc.rights.accessOpen Access
local.identifier.drac12989336
dc.description.versionPostprint (published version)
local.citation.authorGesto, J.M; Gens, A.; Arroyo, M.
local.citation.contributorInternational Conference on Computational Plasticity Fundamentals and Applications
local.citation.pubplaceBarcelona
local.citation.publicationNameComputational Plasticity XII: Fundamentals and Applications - Proceedings of the 12th International Conference on Computational Plasticity
local.citation.startingPage1353
local.citation.endingPage1359


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