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dc.contributor.authorPantelidis, Lysandros-
dc.contributor.otherΠαντελίδης, Λύσανδρος-
dc.identifier.citation3rd International Conference Modern Technologies in Highway Engineering, 2005, Poznań, Polanden
dc.description.abstractIn the international literature there is often confusion between the terms Modulus of Elasticity EYoung and Modulus of Deformation EDef for homogenous, isotropic masses, which, sometimes, plainly referred as Modulus E, without any further explanation. In this paper a distinction between the EYoung and the EDef is being done and the interest is concentrated in the Plate Bearing Test, which is commonly used in highway earthworks. Moreover, a soil classification diagram is given, in which the soils are classified by their shear strength parameters and their behavior, as totally elastic or elastoplastic, under specific loading applied by rigid circular plate. Finally, a method for the estimation of the soil parameters is proposed, using only the in-situ Plate Bearing Test. The study and the documentation were supported by a presentation of theoretical examples, based on the Finite Element Method.en
dc.subjectSoil strengthen
dc.subjectPlate bearing testen
dc.titleDetermination of soil strength characteristics performing the plate bearing testen
dc.typeConference Papersen
dc.collaborationAristotle University of Thessalonikien
dc.subject.categoryEnvironmental Engineeringen
dc.reviewPeer Revieweden
dc.subject.fieldEngineering and Technologyen
item.fulltextWith Fulltext-
item.languageiso639-1other- of Civil Engineering and Geomatics- of Engineering and Technology- of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια/Conference papers
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