Behavior and numerical analysis of a piled embankment built near a transmission-line tower
Identifieur interne : 000318 ( PascalFrancis/Checkpoint ); précédent : 000317; suivant : 000319Behavior and numerical analysis of a piled embankment built near a transmission-line tower
Auteurs : S. Borel [France] ; N. Freitag [France]Source :
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- Pascal (Inist)
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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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Freitag</name><affiliation wicri:level="1"><inist:fA14 i1="02"><s1>Freyssinet, Direction Technique et Marketing "Sols"</s1><s3>FRA</s3><sZ>2 aut.</sZ></inist:fA14><country>France</country><wicri:noRegion>Direction Technique et Marketing "Sols"</wicri:noRegion><wicri:noRegion>Freyssinet, Direction Technique et Marketing "Sols"</wicri:noRegion></affiliation></author></titleStmt><publicationStmt><idno type="wicri:source">INIST</idno><idno type="inist">05-0057747</idno><date when="2002">2002</date><idno type="stanalyst">PASCAL 05-0057747 BRGM</idno><idno type="RBID">Pascal:05-0057747</idno><idno type="wicri:Area/PascalFrancis/Corpus">000245</idno><idno type="wicri:Area/PascalFrancis/Curation">000097</idno><idno type="wicri:Area/PascalFrancis/Checkpoint">000318</idno></publicationStmt><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><s3>FRA</s3><sZ>1 aut.</sZ></inist:fA14><country>France</country><wicri:noRegion>Laboratoire Central des Ponts et Chaussées</wicri:noRegion><wicri:noRegion>Laboratoire Central des Ponts et Chaussées</wicri:noRegion></affiliation></author><author><name sortKey="Freitag, N" sort="Freitag, N" uniqKey="Freitag N" first="N." last="Freitag">N. 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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></front></TEI><inist><standard h6="B"><pA><fA08 i1="01" i2="1" l="ENG"><s1>Behavior and numerical analysis of a piled embankment built near a transmission-line tower</s1></fA08><fA09 i1="01" i2="1" l="ENG"><s1>NUMGE 2002. 5th European Conference Numerical Methods in Geotechnical Engineering</s1></fA09><fA11 i1="01" i2="1"><s1>BOREL (S.)</s1></fA11><fA11 i1="02" i2="1"><s1>FREITAG (N.)</s1></fA11><fA12 i1="01" i2="1"><s1>MESTAT (Philippe)</s1><s9>ed.</s9></fA12><fA14 i1="01"><s1>Laboratoire Central des Ponts et Chaussées</s1><s3>FRA</s3><sZ>1 aut.</sZ></fA14><fA14 i1="02"><s1>Freyssinet, Direction Technique et Marketing "Sols"</s1><s3>FRA</s3><sZ>2 aut.</sZ></fA14><fA18 i1="01" i2="1"><s1>International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). 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Borel</name></noRegion><name sortKey="Freitag, N" sort="Freitag, N" uniqKey="Freitag N" first="N." last="Freitag">N. Freitag</name></country></tree></affiliations></record>Pour manipuler ce document sous Unix (Dilib)
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