Приказ основних података о документу

dc.creatorHadži-Niković, Gordana
dc.creatorĐoković, Ksenija
dc.creatorVujić, S.
dc.date.accessioned2022-04-18T15:13:28Z
dc.date.available2022-04-18T15:13:28Z
dc.date.issued2015
dc.identifier.issn1062-7391
dc.identifier.urihttp://rims.institutims.rs/handle/123456789/265
dc.description.abstractRetaining walls are often built in unsaturated soil at shallow depth above groundwater level. It is critical to define active pressure in unsaturated soil for designing retaining walls, based on the expanded theory of lateral pressure by Rankin, considering interaction between active pressure and absorption of soil. For unsaturated floury soil occurring above groundwater level for a long time, the angle of internal friction is estimated based on the soil-water curve, for various depths of retaining walls and different values of absorption, which is constant and decreases with depth, the active pressures and critical height are determined for foundation pits with vertical unsupported walls. The results confirm that absorption reduces active pressure on a retaining wall and the critical height of the vertical walls of the foundation pits can be increased when absorption grows.en
dc.publisherPleiades Publishing Inc, Moscow
dc.rightsrestrictedAccess
dc.sourceJournal of Mining Science
dc.subjectvertical foundation pit stabilityen
dc.subjectUnsaturated soilen
dc.subjectsoil-water curveen
dc.subjectlaboratory testingen
dc.subjectactive pressureen
dc.subjectabsorptionen
dc.titleEffect of absorption on active pressure in floury soilen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage260
dc.citation.issue2
dc.citation.other51(2): 253-260
dc.citation.rankM23
dc.citation.spage253
dc.citation.volume51
dc.identifier.doi10.1134/S1062739115020064
dc.identifier.scopus2-s2.0-84948977597
dc.identifier.wos000365805600006
dc.type.versionpublishedVersion


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Приказ основних података о документу