Theoretical Study of the Behaviour of Anchors in Homogeneous Soil


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Abstract


This paper presents the results of theoretical study of the behaviour of anchors in a homogeneous soil (pulverulent medium).The originality of the theoretical study is in the determination of model based on the kinematics approach of the theory of the limit analysis; in the case of the criteria of Mohr Coulomb. The type of failure of the ground around the anchor, obtained by this approach, is close to the reality
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Keywords


Anchors; Geotechnical Engineering; Kinematics Approach; Limit Analysis; Model

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References


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