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dc.contributor.authorRamon Tarragona, Anna
dc.contributor.authorAlonso Pérez de Agreda, Eduardo
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-10-02T17:48:56Z
dc.date.available2019-10-01T00:25:34Z
dc.date.issued2018-09
dc.identifier.citationRamon, A., Alonso, E. Heave of a building induced by swelling of an anhydritic Triassic claystone. "Rock mechanics and rock engineering", Setembre 2018, vol. 51, núm. 9, p. 2881-2894.
dc.identifier.issn0723-2632
dc.identifier.otherhttps://www.researchgate.net/publication/325179817_Heave_of_a_Building_Induced_by_Swelling_of_an_Anhydritic_Triassic_Claystone
dc.identifier.urihttp://hdl.handle.net/2117/121783
dc.descriptionThe final publication is available at Springer via http://dx.doi.org/10.1007/s00603-018-1503-4
dc.description.abstractThis paper describes the conditions leading to a sustained, low-rate, heave phenomenon affecting a building founded on hard Keuper anhydritic rock. The building was located in an abandoned gypsum quarry. Monitoring data as well as vertical profiles of gypsum and anhydrite content indicate that swelling was associated with the presence of a shallow level of anhydritic clay rock. This paper concludes that the initial quarry excavation as well as the additional building foundation work modified the original stress state and contributed to opening fractures at depth. It also resulted in a facilitated access of water to the upper rock levels, immediately under the foundation footings. Measured heave rates are substantially lower than other rates recorded in a few recent cases. An explanation is provided for the difference. This paper describes a comforting solution for the building.
dc.format.extent14 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de roques
dc.subject.lcshClay soils
dc.subject.otherSwelling Anhydrite Keuper Monitoring Chemistry Repair works
dc.titleHeave of a building induced by swelling of an anhydritic Triassic claystone
dc.typeArticle
dc.subject.lemacSòls argilosos
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.identifier.doi10.1007/s00603-018-1503-4
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://link.springer.com/article/10.1007%2Fs00603-018-1503-4
dc.rights.accessOpen Access
local.identifier.drac21693371
dc.description.versionPostprint (author's final draft)
local.citation.authorRamon, A.; Alonso, E.
local.citation.publicationNameRock mechanics and rock engineering
local.citation.volume51
local.citation.number9
local.citation.startingPage2881
local.citation.endingPage2894


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