New displacement method for free embedded cantilever walls in sand

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dc.authorid0000-0002-9167-8866
dc.contributor.authorHamderi, Murat
dc.date.accessioned2024-04-19T06:50:28Z
dc.date.available2024-04-19T06:50:28Z
dc.date.issued2024
dc.departmentTAÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractIn the current literature, there is no practical formula to calculate the horizontal displace ment of cantilever walls. To fill this gap, in the present study, eight formulae for the estimation of wall displacement were developed based on 431 FE wall model configurations. Each formula considers factors such as the wall height, embedment depth, surcharge load, unit weight, internal friction angle, elastic modulus of the surrounding soil, and flexural rigidity of the wall. The FE model, which was used in the development of the formula, was also validated against a physical laboratory study. In addition, the outputs obtained from the formulae were compared with the results of two laboratory studies and a real site study. Finally, a parametric study was performed to estimate the influence of formula input parameters on wall displacement.
dc.identifier.citationHamberi, M. (2024). New displacement method for free embedded cantilever walls in sand. 14 (2802), 1-19. Applied Sciences.
dc.identifier.doi10.3390/app14072802
dc.identifier.endpage19en_US
dc.identifier.issue2802en_US
dc.identifier.scopus2-s2.0-85192553408
dc.identifier.startpage1en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12846/1070
dc.identifier.volume14en_US
dc.identifier.wosWOS:001201057400001
dc.indekslendigikaynakWeb of Science
dc.language.isoen
dc.relation.ispartofApplied Sciences
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectWall displacement formulaen_US
dc.subjectCantileveren_US
dc.subjectEmbeddeden_US
dc.subjectFree wallsen_US
dc.titleNew displacement method for free embedded cantilever walls in sand
dc.typeArticle

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