Structural behaviour and parametric study of reinforced embankments on soft clays
Identifieur interne : 001A26 ( Main/Exploration ); précédent : 001A25; suivant : 001A27Structural behaviour and parametric study of reinforced embankments on soft clays
Auteurs : José Leitão Borges [Portugal] ; Ant Nio Silva Cardoso [Portugal]Source :
- Computers and Geotechnics [ 0266-352X ] ; 2001.
Abstract
Geotechnical behaviour of a reinforced embankment on soft ground is studied by a numerical model based on the finite element method. Special emphasis is given to the stress states (stress levels and pore pressures), displacements, tensile forces in the geosynthetic and overall stability, during and after construction. The influence of some parameters, namely geosynthetic stiffness and viscosity, embankment width and construction sequence, is also analysed. Several conclusions are obtained.
Url:
DOI: 10.1016/S0266-352X(00)00021-5
Affiliations:
Links toward previous steps (curation, corpus...)
- to stream Istex, to step Corpus: 002584
- to stream Istex, to step Curation: 002415
- to stream Istex, to step Checkpoint: 001080
- to stream Main, to step Merge: 001B19
- to stream Main, to step Curation: 001A26
Le document en format XML
<record><TEI wicri:istexFullTextTei="biblStruct"><teiHeader><fileDesc><titleStmt><title>Structural behaviour and parametric study of reinforced embankments on soft clays</title><author><name sortKey="Leitao Borges, Jose" sort="Leitao Borges, Jose" uniqKey="Leitao Borges J" first="José" last="Leitão Borges">José Leitão Borges</name></author><author><name sortKey="Silva Cardoso, Ant Nio" sort="Silva Cardoso, Ant Nio" uniqKey="Silva Cardoso A" first="Ant Nio" last="Silva Cardoso">Ant Nio Silva Cardoso</name></author></titleStmt><publicationStmt><idno type="wicri:source">ISTEX</idno><idno type="RBID">ISTEX:D460906BE438BFF02C91D430E6E7B7B8FBBD35F6</idno><date when="2001" year="2001">2001</date><idno type="doi">10.1016/S0266-352X(00)00021-5</idno><idno type="url">https://api.istex.fr/document/D460906BE438BFF02C91D430E6E7B7B8FBBD35F6/fulltext/pdf</idno><idno type="wicri:Area/Istex/Corpus">002584</idno><idno type="wicri:Area/Istex/Curation">002415</idno><idno type="wicri:Area/Istex/Checkpoint">001080</idno><idno type="wicri:doubleKey">0266-352X:2001:Leitao Borges J:structural:behaviour:and</idno><idno type="wicri:Area/Main/Merge">001B19</idno><idno type="wicri:Area/Main/Curation">001A26</idno><idno type="wicri:Area/Main/Exploration">001A26</idno></publicationStmt><sourceDesc><biblStruct><analytic><title level="a">Structural behaviour and parametric study of reinforced embankments on soft clays</title><author><name sortKey="Leitao Borges, Jose" sort="Leitao Borges, Jose" uniqKey="Leitao Borges J" first="José" last="Leitão Borges">José Leitão Borges</name><affiliation wicri:level="1"><country xml:lang="fr">Portugal</country><wicri:regionArea>Department of Civil Engineering, Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias s/n, 4200-465 Porto</wicri:regionArea><wicri:noRegion>4200-465 Porto</wicri:noRegion></affiliation><affiliation wicri:level="1"><country wicri:rule="url">Portugal</country></affiliation></author><author><name sortKey="Silva Cardoso, Ant Nio" sort="Silva Cardoso, Ant Nio" uniqKey="Silva Cardoso A" first="Ant Nio" last="Silva Cardoso">Ant Nio Silva Cardoso</name><affiliation wicri:level="1"><country xml:lang="fr">Portugal</country><wicri:regionArea>Department of Civil Engineering, Faculty of Engineering, University of Porto, Rua Dr. Roberto Frias s/n, 4200-465 Porto</wicri:regionArea><wicri:noRegion>4200-465 Porto</wicri:noRegion></affiliation></author></analytic><monogr></monogr><series><title level="j">Computers and Geotechnics</title><title level="j" type="abbrev">COGE</title><idno type="ISSN">0266-352X</idno><imprint><publisher>ELSEVIER</publisher><date type="published" when="2001">2001</date><biblScope unit="volume">28</biblScope><biblScope unit="issue">3</biblScope><biblScope unit="page" from="209">209</biblScope><biblScope unit="page" to="233">233</biblScope></imprint><idno type="ISSN">0266-352X</idno></series><idno type="istex">D460906BE438BFF02C91D430E6E7B7B8FBBD35F6</idno><idno type="DOI">10.1016/S0266-352X(00)00021-5</idno><idno type="PII">S0266-352X(00)00021-5</idno></biblStruct></sourceDesc><seriesStmt><idno type="ISSN">0266-352X</idno></seriesStmt></fileDesc><profileDesc><textClass></textClass><langUsage><language ident="en">en</language></langUsage></profileDesc></teiHeader><front><div type="abstract" xml:lang="en">Geotechnical behaviour of a reinforced embankment on soft ground is studied by a numerical model based on the finite element method. Special emphasis is given to the stress states (stress levels and pore pressures), displacements, tensile forces in the geosynthetic and overall stability, during and after construction. The influence of some parameters, namely geosynthetic stiffness and viscosity, embankment width and construction sequence, is also analysed. Several conclusions are obtained.</div></front></TEI><affiliations><list><country><li>Portugal</li></country></list><tree><country name="Portugal"><noRegion><name sortKey="Leitao Borges, Jose" sort="Leitao Borges, Jose" uniqKey="Leitao Borges J" first="José" last="Leitão Borges">José Leitão Borges</name></noRegion><name sortKey="Leitao Borges, Jose" sort="Leitao Borges, Jose" uniqKey="Leitao Borges J" first="José" last="Leitão Borges">José Leitão Borges</name><name sortKey="Silva Cardoso, Ant Nio" sort="Silva Cardoso, Ant Nio" uniqKey="Silva Cardoso A" first="Ant Nio" last="Silva Cardoso">Ant Nio Silva Cardoso</name></country></tree></affiliations></record>Pour manipuler ce document sous Unix (Dilib)
EXPLOR_STEP=$WICRI_ROOT/Ticri/CIDE/explor/OcrV1/Data/Main/Exploration
HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 001A26 | SxmlIndent | more
Ou
HfdSelect -h $EXPLOR_AREA/Data/Main/Exploration/biblio.hfd -nk 001A26 | SxmlIndent | more
Pour mettre un lien sur cette page dans le réseau Wicri
{{Explor lien
|wiki= Ticri/CIDE
|area= OcrV1
|flux= Main
|étape= Exploration
|type= RBID
|clé= ISTEX:D460906BE438BFF02C91D430E6E7B7B8FBBD35F6
|texte= Structural behaviour and parametric study of reinforced embankments on soft clays
}}
| This area was generated with Dilib version V0.6.32. |  |