LeHavreV1, PascalFrancis, Curation, bibRecord, 000097

Behavior and numerical analysis of a piled embankment built near a transmission-line tower

Identifieur interne : 000097 ( PascalFrancis/Curation ); précédent : 000096; suivant : 000098

Behavior and numerical analysis of a piled embankment built near a transmission-line tower

Auteurs : S. Borel [France] ; N. Freitag [France]

Source :

RBID : Pascal:05-0057747

Descripteurs français

Pascal (Inist)
- Analyse numérique, Modèle 3 dimensions, Remblai, Pieu, Déplacement, Tassement, Seine-Maritime, Le Havre.

English descriptors

KwdEn :
- Seine-Maritime France, displacements, embankments, numerical analysis, piles, settlement, three-dimensional models.

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

A08	`01`	`1`	`ENG`	`@1 Behavior and numerical analysis of a piled embankment built near a transmission-line tower`
A09	`01`	`1`	`ENG`	`@1 NUMGE 2002. 5th European Conference Numerical Methods in Geotechnical Engineering`
A11	`01`	`1`		`@1 BOREL (S.)`
A11	`02`	`1`		`@1 FREITAG (N.)`
A12	`01`	`1`		`@1 MESTAT (Philippe) @9 ed.`
A14	`01`			`@1 Laboratoire Central des Ponts et Chaussées @3 FRA @Z 1 aut.`
A14	`02`			`@1 Freyssinet, Direction Technique et Marketing "Sols" @3 FRA @Z 2 aut.`
A18	`01`	`1`		`@1 International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). European Technical Committee ETC7 @3 INT @9 patr.`
A20				`@1 429-436 @7 3`
A21				`@1 2002`
A23	`01`			`@0 ENG`
A24	`01`			`@0 fre`
A25	`01`			`@1 LCPC @2 Paris`
A26	`01`			`@0 2-7208-6004-2`
A30	`01`	`1`	`ENG`	`@1 European Conference Numerical Methods in Geotechnical Engineering @2 5 @3 Paris FRA @4 2002-09-04`
A43	`01`			`@1 BRGM`
A44				`@0 0200`
A45				`@0 4 ref.`
A47	`01`	`1`		`@0 05-0057747`
A60				`@1 C`
A61				`@0 A`
A66	`01`			`@0 FRA`
A69	`01`	`1`	`FRE`	`@1 NUMGE 2002. 5e Conférence Européenne Méthodes Numériques en Géotechnique`
C01	`01`		`ENG`	`@0 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`
C02	`01`	`2`		`@0 226B01`
C02	`02`	`2`		`@0 001E01O01`
C03	`01`	`2`	`FRE`	`@0 Analyse numérique`
C03	`01`	`2`	`ENG`	`@0 numerical analysis`
C03	`01`	`2`	`SPA`	`@0 Análisis numérico`
C03	`02`	`2`	`FRE`	`@0 Modèle 3 dimensions`
C03	`02`	`2`	`ENG`	`@0 three-dimensional models`
C03	`02`	`2`	`SPA`	`@0 Modelo 3 dimensiones`
C03	`03`	`2`	`FRE`	`@0 Remblai`
C03	`03`	`2`	`ENG`	`@0 embankments`
C03	`03`	`2`	`SPA`	`@0 Terraplén`
C03	`04`	`2`	`FRE`	`@0 Pieu`
C03	`04`	`2`	`ENG`	`@0 piles`
C03	`04`	`2`	`SPA`	`@0 Estaca`
C03	`05`	`2`	`FRE`	`@0 Déplacement`
C03	`05`	`2`	`ENG`	`@0 displacements`
C03	`06`	`2`	`FRE`	`@0 Tassement`
C03	`06`	`2`	`ENG`	`@0 settlement`
C03	`06`	`2`	`SPA`	`@0 Asentamiento`
C03	`07`	`2`	`FRE`	`@0 Seine-Maritime @2 NG`
C03	`07`	`2`	`ENG`	`@0 Seine-Maritime France @2 NG`
C03	`08`	`2`	`FRE`	`@0 Le Havre @4 INC`
C06				`@0 TAS @0 ILS`
C07	`01`	`2`	`FRE`	`@0 France @2 NG`
C07	`01`	`2`	`ENG`	`@0 France @2 NG`
C07	`01`	`2`	`SPA`	`@0 Francia @2 NG`
C07	`02`	`2`	`FRE`	`@0 Europe Ouest @2 NG`
C07	`02`	`2`	`ENG`	`@0 Western Europe @2 NG`
C07	`02`	`2`	`SPA`	`@0 Europa del Oeste @2 NG`
C07	`03`	`2`	`FRE`	`@0 Europe`
C07	`03`	`2`	`ENG`	`@0 Europe`
C07	`03`	`2`	`SPA`	`@0 Europa`
N21				`@1 031`

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Le 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>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Laboratoire Central des Ponts et Chaussées</s1>
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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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<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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   |wiki=    Wicri/France
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   |texte=   Behavior and numerical analysis of a piled embankment built near a transmission-line tower
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Behavior and numerical analysis of a piled embankment built near a transmission-line tower

Behavior and numerical analysis of a piled embankment built near a transmission-line tower

Source :

Descripteurs français

English descriptors

Abstract

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