Design of roof support of the Sydney opera house underground parking station
Identifieur interne : 001B48 ( Istex/Corpus ); précédent : 001B47; suivant : 001B49Design of roof support of the Sydney opera house underground parking station
Auteurs : P. J. N. Pells ; R. J. Best ; H. G. PoulosSource :
- Tunnelling and Underground Space Technology incorporating Trenchless Technology Research [ 0886-7798 ] ; 1994.
Abstract
The paper presents the method for design of primary roof support for the large todoidal cavern constructed to house the Sydney Opera House parking station. The cavern was constructed with 7 m of rock cover beneath Sydney's Royal Botanic Gardens. Design of rock reinforcement using a combination of fully grouted rock dowels and Macalloy bars was based on control of horizontal shear movement along bedding features in the roof. A combination of linear-arch-type analyses and non-linear jointed finite-element analyses were used in the design study, together with an analysis of the shear resistance offered by fully grouted bolts under shear deformation.
Url:
DOI: 10.1016/0886-7798(94)90031-0
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The cavern was constructed with 7 m of rock cover beneath Sydney's Royal Botanic Gardens. Design of rock reinforcement using a combination of fully grouted rock dowels and Macalloy bars was based on control of horizontal shear movement along bedding features in the roof. A combination of linear-arch-type analyses and non-linear jointed finite-element analyses were used in the design study, together with an analysis of the shear resistance offered by fully grouted bolts under shear deformation.</p></abstract><abstract xml:lang="fr"><p>L`article présente la méthode de dimensionnement du soutènement primarie du toit dans la grande caverne todoidade qui abritera le parking du Sydney Operat House. La caverne est prévue avec une couverture rocheuse de 7 m au-dessous du Jardin Botanique Royal de Sydney. Le soutènement rocheux utilisant une combinaison de cheville injectées et de barres Macalloy est basé sur la maîtrise du cisaillement horizontal le long des lignes d`appui du toit. L`étude a utilisé un ensemble d`anayses de type arche linéaire et d`analyses par éléments finis joints non linéaires, ainsi qu`une analyse e la résistance au cisaillement des boulons injectés sous l`effet d`une déformation par cissaillement.</p></abstract></profileDesc><revisionDesc><change when="1994">Published</change></revisionDesc></teiHeader></istex:fulltextTEI></fulltext><metadata><istex:metadataXml wicri:clean="Elsevier, elements deleted: tail"><istex:xmlDeclaration>version="1.0" encoding="utf-8"</istex:xmlDeclaration><istex:docType PUBLIC="-//ES//DTD journal article DTD version 4.5.2//EN//XML" URI="art452.dtd" name="istex:docType"></istex:docType><istex:document><converted-article version="4.5.2" docsubtype="sco"><item-info><jid>TUST</jid><aid>94900310</aid><ce:pii>0886-7798(94)90031-0</ce:pii><ce:doi>10.1016/0886-7798(94)90031-0</ce:doi><ce:copyright type="unknown" year="1994"></ce:copyright></item-info><head><ce:article-footnote><ce:label>☆</ce:label><ce:note-para>This paper originally appeared in the <ce:italic>Proceedings of the VIIIth Australian Tunnelling Conference</ce:italic>, and is reprinted herein with permission of the authors and of the Australasian Institute of Mining and Metallurgy.</ce:note-para></ce:article-footnote><ce:dochead><ce:textfn>Feature section: Australian tunnelling</ce:textfn></ce:dochead><ce:title>Design of roof support of the Sydney opera house underground parking station</ce:title><ce:author-group><ce:author><ce:given-name>P.J.N.</ce:given-name><ce:surname>Pells</ce:surname><ce:cross-ref refid="AFF1"><ce:sup>a</ce:sup></ce:cross-ref></ce:author><ce:author><ce:given-name>R.J.</ce:given-name><ce:surname>Best</ce:surname><ce:cross-ref refid="AFF2"><ce:sup>b</ce:sup></ce:cross-ref></ce:author><ce:author><ce:given-name>H.G.</ce:given-name><ce:surname>Poulos</ce:surname><ce:cross-ref refid="AFF2"><ce:sup>b</ce:sup></ce:cross-ref></ce:author><ce:affiliation id="AFF1"><ce:label>a</ce:label><ce:textfn>P.J.N. Pells, Pells Sullivan Meynink Pty Ltd, Unit 5, 53-55 Gladesville Road, Hunters Hill, NSW 2110, Australia</ce:textfn></ce:affiliation><ce:affiliation id="AFF2"><ce:label>b</ce:label><ce:textfn>R.J. Best and H.G. Poulous, Coffey Partners International Pty Ltd, 12 Waterloo Road, North Ryde, NSW 2113, Australia</ce:textfn></ce:affiliation></ce:author-group><ce:abstract><ce:section-title>Abstract</ce:section-title><ce:abstract-sec><ce:simple-para>The paper presents the method for design of primary roof support for the large todoidal cavern constructed to house the Sydney Opera House parking station. The cavern was constructed with 7 m of rock cover beneath Sydney's Royal Botanic Gardens. Design of rock reinforcement using a combination of fully grouted rock dowels and Macalloy bars was based on control of horizontal shear movement along bedding features in the roof. A combination of linear-arch-type analyses and non-linear jointed finite-element analyses were used in the design study, together with an analysis of the shear resistance offered by fully grouted bolts under shear deformation.</ce:simple-para></ce:abstract-sec></ce:abstract><ce:abstract xml:lang="fr"><ce:section-title>Résumé</ce:section-title><ce:abstract-sec><ce:simple-para>L`article présente la méthode de dimensionnement du soutènement primarie du toit dans la grande caverne todoidade qui abritera le parking du Sydney Operat House. La caverne est prévue avec une couverture rocheuse de 7 m au-dessous du Jardin Botanique Royal de Sydney. Le soutènement rocheux utilisant une combinaison de cheville injectées et de barres Macalloy est basé sur la maîtrise du cisaillement horizontal le long des lignes d`appui du toit. L`étude a utilisé un ensemble d`anayses de type arche linéaire et d`analyses par éléments finis joints non linéaires, ainsi qu`une analyse e la résistance au cisaillement des boulons injectés sous l`effet d`une déformation par cissaillement.</ce:simple-para></ce:abstract-sec></ce:abstract></head></converted-article></istex:document></istex:metadataXml><mods version="3.6"><titleInfo><title>Design of roof support of the Sydney opera house underground parking station</title></titleInfo><titleInfo type="alternative" contentType="CDATA"><title>Design of roof support of the Sydney opera house underground parking station</title></titleInfo><name type="personal"><namePart type="given">P.J.N.</namePart><namePart type="family">Pells</namePart><affiliation>P.J.N. 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