Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/2254
Title: Determining of the soil strength characteristics through the plate bearing test
Authors: Pantelidis, Lysandros 
Major Field of Science: Engineering and Technology
Field Category: Environmental Engineering
Keywords: Plate bearing test;Modulus of elasticity;Modulus of deformation;Cohesion;Internal friction angle
Issue Date: 2008
Source: Foundations of Civil and Environmental Engineering, 2008, no. 11, pp. 55-65
Start page: 55
End page: 65
Link: http://yadda.icm.edu.pl/baztech/element/bwmeta1.element.baztech-journal-1642-9303-foundations_of_civil_and_environmental_engineering
Journal: Foundations of Civil and Environmental Engineering 
Abstract: In the international literature there is often a confusion between the terms Modulus of Elasticity, EYoung, and Modulus of Deformation, EDef which is sometimes plainly referred to as Modulus E. In this paper the definitions of both the EYoung and the EDef have been clarified. Moreover, a soil classification diagram has been derived based on numerical analysis through a finite element software where soils are classified according to their shear strength parameters (c, φ) and their behavior under loads generated using a rigid circular bearing plate. Finally, a method for the determination of shear strength parameters, as well as the EYoung of soils has been proposed using the insitu Plate Bearing Test and solving a 3x3 mathematical system. The study and documentation of the proposed method is supported through three theoretical examples.
URI: https://hdl.handle.net/20.500.14279/2254
ISSN: 16429303
Rights: © Publishing House of Poznan University of Technology
Type: Article
Affiliation : Aristotle University of Thessaloniki 
Publication Type: Peer Reviewed
Appears in Collections:Άρθρα/Articles

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