Behavior and numerical analysis of a piled embankment built near a transmission-line tower
Identifieur interne : 001651 ( Main/Curation ); précédent : 001650; suivant : 001652Behavior and numerical analysis of a piled embankment built near a transmission-line tower
Auteurs : S. Borel [France] ; N. Freitag [France]Source :
Descripteurs français
- Pascal (Inist)
English descriptors
- KwdEn :
Abstract
Three-dimensional numerical analyses of the settlements and the lateral displacement induced by the construction of a piled embankment were carried out. The proximity of a transmission tower founded on micropiles requested specific control of the displacements. Numerical results are compared to the displacements measured on four sections where the number of piles supporting the embankment was decreased
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Pascal:05-0057747Le document en format XML
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<author><name sortKey="Borel, S" sort="Borel, S" uniqKey="Borel S" first="S." last="Borel">S. Borel</name>
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<author><name sortKey="Freitag, N" sort="Freitag, N" uniqKey="Freitag N" first="N." last="Freitag">N. Freitag</name>
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<sourceDesc><biblStruct><analytic><title xml:lang="en" level="a">Behavior and numerical analysis of a piled embankment built near a transmission-line tower</title>
<author><name sortKey="Borel, S" sort="Borel, S" uniqKey="Borel S" first="S." last="Borel">S. Borel</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Laboratoire Central des Ponts et Chaussées</s1>
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<profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Seine-Maritime France</term>
<term>displacements</term>
<term>embankments</term>
<term>numerical analysis</term>
<term>piles</term>
<term>settlement</term>
<term>three-dimensional models</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Analyse numérique</term>
<term>Modèle 3 dimensions</term>
<term>Remblai</term>
<term>Pieu</term>
<term>Déplacement</term>
<term>Tassement</term>
<term>Seine-Maritime</term>
<term>Le Havre</term>
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<front><div type="abstract" xml:lang="en">Three-dimensional numerical analyses of the settlements and the lateral displacement induced by the construction of a piled embankment were carried out. The proximity of a transmission tower founded on micropiles requested specific control of the displacements. Numerical results are compared to the displacements measured on four sections where the number of piles supporting the embankment was decreased</div>
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