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Influence of soil properties anisotropy on the bearing capacity of the foundation ground

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dc.contributor.author POLCANOV, V.
dc.contributor.author CÎRLAN, A.
dc.contributor.author CEBAN, O.
dc.contributor.author FUNIERU, N.
dc.date.accessioned 2019-05-11T11:29:02Z
dc.date.available 2019-05-11T11:29:02Z
dc.date.issued 2015
dc.identifier.citation POLCANOV, V., CÎRLAN, A., CEBAN, O. et al. Influence of soil properties anisotropy on the bearing capacity of the foundation ground. In: Meridian Ingineresc. 2015, Nr. 4, pp. 40-43. ISSN 1683-853X. en_US
dc.identifier.issn 1683-853X
dc.identifier.uri http://repository.utm.md/handle/5014/2426
dc.description.abstract On the basis of the prof. N. N. Maslov's physicaltechnical creep theory concepts, were obtained the rheological characteristics of Sarmatian clays of Moldova. Comparative analysis of the values of the creep safety factor and sheer stress that appears under the foundation indicates the necessity to consider the decrease of the structural cohesion values in weakened areas for determining the design value of the foundation soils strength. en_US
dc.description.abstract În baza prevederilor teoriei fizico-tehnice de fluaj elaborată de N. N. Maslov au fost obținute caracteristicile reologice ale argilelor sarmatice ale Moldovei. Analiza comparativă a valorilor coeficientului de siguranță a fluajului cu cele ale eforturilor de forfecare ce apar sub talpa de fundație, indică necesitatea de a lua în considere reducerea valorilor coeziunii structurale în zonele slabe la determinarea rezistenței de calcul a terenului de fundație. ro
dc.description.abstract En vertu des dispositions de la théorie physicotechnique du fluage développé par N. N. Maslov, ont été obtenues des caractéristiques rhéologiques des argiles Sarmates de Moldavie. L'analyse comparative des valeurs du coefficient de sécurité du fluage avec ceux des efforts cisaillement qui peuvent être présentes sous la base de la fondation, indiquer la nécessite de prendre en compte la réduction de la cohésion structurelle dans les zones faibles pour déterminer la résistance du sol de fondation. fr
dc.description.abstract На основе положений физико-технической теории ползучести проф. Н. Н. Маслова получены реологические характеристики сарматских глин Молдовы. Сравнительный анализ значений коэффициента запаса ползучести и возникающих под подошвой фундамента касательных напряжений указывает на необходимость учёта снижения значений структурного сцепления в ослабленных зонах при определении расчётного сопротивления грунта основания. ru
dc.language.iso en en_US
dc.publisher Technical University of Moldova en_US
dc.rights Attribution-NonCommercial-NoDerivs 3.0 United States *
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/3.0/us/ *
dc.subject foundation ground en_US
dc.subject foundations en_US
dc.subject sarmatian clays en_US
dc.subject terenuri de fundare en_US
dc.subject fundaţii en_US
dc.subject argile sarmațiene en_US
dc.title Influence of soil properties anisotropy on the bearing capacity of the foundation ground en_US
dc.title.alternative Influența anizotropiei proprietăților pământurilor asupra capacității portante a terenului de fundare en_US
dc.title.alternative Influence de l'anisotropie des propriétés du sol sur la capacité portante du sol de fondation en_US
dc.title.alternative Влияние анизотропии свойств грунтов на несущую способность оснований en_US
dc.type Article en_US


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