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dc.contributor.authorAmšiejus, Jonas
dc.contributor.authorGruodis, R.
dc.date.accessioned2023-09-18T20:19:33Z
dc.date.available2023-09-18T20:19:33Z
dc.date.issued1995
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/148832
dc.description.abstractThe paper deals with the explanation of the influence on design results of deep foundations under horizontal force and bending moment action of choosen for oneself computational scheme according which the connection of foundation with abore-ground structural members is able to be pin or rigid. That is very important in analysis of hollow Tubular foundations, the degree of utilization of which strength is usually quite high. Therefore an uncorrect determination of the force values might to have a negative influence on the rezults of defination of foundation cross-sectional dimensions.eng
dc.format.extentp. 69-72
dc.format.mediumtekstas / txt
dc.language.isolit
dc.titleThe analysis of soil bed of deep foundations under total force action
dc.typeStraipsnis nerecenzuotame konferencijos darbų leidinyje / Paper in a non peer-reviewed conference publication
dcterms.references1
dc.type.pubtypeP2 - Straipsnis nerecenzuotame konferencijos darbų leidinyje / Article in an un-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.endeep foundations
dc.subject.entubular foundations
dc.subject.enhorizontal force and bending moment action
dcterms.sourcetitle4-osios tarptautinės konferencijos "Naujos statybinės medžiagos, konstrukcijos ir technologijos", įvykusios Vilniuje 1995 m. gegužės 10-13 d., straipsniai
dc.description.volumet. 3
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.doi9986051827
dc.identifier.elaba52077913


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