File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Three-dimensional modelling of a diaphragm wall construction sequence

TitleThree-dimensional modelling of a diaphragm wall construction sequence
Authors
KeywordsDeformation
Diaphragm Wall
Gault
Stress Transfer
Three-Dimensional
Issue Date1999
PublisherThomas Telford Ltd. The Journal's web site is located at http://www.geotechnique-ice.com
Citation
Geotechnique, 1999, v. 49 n. 6, p. 825-834 How to Cite?
AbstractA three-dimensional back-analysis of the construction sequence of three diaphragm wall panels was conducted using the finite difference method. The presence of two stress transfer mechanisms, namely, the horizontal arching and downward load transfer mechanisms during diaphragm wall installation, was confirmed. These two mechanisms act simultaneously and result in an average reduction of horizontal stress directly behind the wall above the toe but an increase of horizontal stress in neighboring soil beyond the wall in the longitudinal direction and below the toe of the wall. The calculated horizontal stress increase beneath the toe by the present analysis is noticeably smaller than the value computed by the pseudo three dimensional analysis.
Persistent Identifierhttp://hdl.handle.net/10722/150137
ISSN
2015 Impact Factor: 2.0
2015 SCImago Journal Rankings: 2.837
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorNg, CWWen_US
dc.contributor.authorYan, RWMen_US
dc.date.accessioned2012-06-26T06:01:46Z-
dc.date.available2012-06-26T06:01:46Z-
dc.date.issued1999en_US
dc.identifier.citationGeotechnique, 1999, v. 49 n. 6, p. 825-834en_US
dc.identifier.issn0016-8505en_US
dc.identifier.urihttp://hdl.handle.net/10722/150137-
dc.description.abstractA three-dimensional back-analysis of the construction sequence of three diaphragm wall panels was conducted using the finite difference method. The presence of two stress transfer mechanisms, namely, the horizontal arching and downward load transfer mechanisms during diaphragm wall installation, was confirmed. These two mechanisms act simultaneously and result in an average reduction of horizontal stress directly behind the wall above the toe but an increase of horizontal stress in neighboring soil beyond the wall in the longitudinal direction and below the toe of the wall. The calculated horizontal stress increase beneath the toe by the present analysis is noticeably smaller than the value computed by the pseudo three dimensional analysis.en_US
dc.languageengen_US
dc.publisherThomas Telford Ltd. The Journal's web site is located at http://www.geotechnique-ice.comen_US
dc.relation.ispartofGeotechniqueen_US
dc.subjectDeformationen_US
dc.subjectDiaphragm Wallen_US
dc.subjectGaulten_US
dc.subjectStress Transferen_US
dc.subjectThree-Dimensionalen_US
dc.titleThree-dimensional modelling of a diaphragm wall construction sequenceen_US
dc.typeArticleen_US
dc.identifier.emailYan, RWM:ryanyan@hku.hken_US
dc.identifier.authorityYan, RWM=rp01400en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0033399303en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0033399303&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume49en_US
dc.identifier.issue6en_US
dc.identifier.spage825en_US
dc.identifier.epage834en_US
dc.identifier.isiWOS:000084550500007-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridNg, CWW=7401705687en_US
dc.identifier.scopusauthoridYan, RWM=35369531200en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats