Model of earthen foundation with reinforcement in a deep excavation

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dc.creatorAndrzej Surowiecki
dc.creatorZenon Zamiar
dc.date2000-09-30
dc.date.accessioned2022-06-16T14:03:38Z
dc.date.available2022-06-16T14:03:38Z
dc.descriptionIn this paper, the results of model investigation of strength characteristics are discussed for the case of horizontally reinforced loose soil medium. The characteristics are then employed to create a model with vertical reinforcement. The vertical reinforcement has been proposed for the model of earthen foundation in a deep excavation whose bottom is subjected to displacement.
dc.formattext/html
dc.formatapplication/pdf
dc.identifier13354205
dc.identifier25857878
dc.identifier10.26552/com.C.2000.3.48-51
dc.identifierhttps://komunikacie.uniza.sk/artkey/csl-200003-0009_model-of-earthen-foundation-with-reinforcement-in-a-deep-excavation.php
dc.identifier.urihttp://drepo.uniza.sk/xmlui/handle/hdluniza/657
dc.languageen
dc.publisherCommunications - Scientific Letters of the University of Zilina
dc.relationhttps://komunikacie.uniza.sk/magno/csl/2000/mn3.php
dc.subjectno keywords
dc.titleModel of earthen foundation with reinforcement in a deep excavation
dc.typejournal article

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