OperaV1, Main, Curation, bibRecord, 002E09

Design of roof support of the Sydney opera house underground parking station

Identifieur interne : 002E09 ( Main/Curation ); précédent : 002E08; suivant : 002E10

Design of roof support of the Sydney opera house underground parking station

Auteurs : P. J. N. Pells [Australie] ; R. J. Best [Australie] ; H. G. Poulos [Australie]

Source :

Tunnelling and Underground Space Technology incorporating Trenchless Technology Research [ 0886-7798 ] ; 1994.

RBID : ISTEX:9D8E26C4DB713804E58023B9EA2586917A5BF8AA

Descripteurs français

Pascal (Inist)
- Boulonnage, Méthode élément fini, Nouvelle Galles du Sud, Ouvrage souterrain, Roche encaissante, Résistance cisaillement, Soutènement, Technique injection.

English descriptors

KwdEn :
- New South Wales, country rocks, engineering supports, finite element analysis, grouting, shear strength, underground installations.

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:

https://api.istex.fr/document/9D8E26C4DB713804E58023B9EA2586917A5BF8AA/fulltext/pdf

DOI: 10.1016/0886-7798(94)90031-0

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ISTEX:9D8E26C4DB713804E58023B9EA2586917A5BF8AA

Le document en format XML

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<author><name sortKey="Best, R J" sort="Best, R J" uniqKey="Best R" first="R. J." last="Best">R. J. Best</name>
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<author><name sortKey="Poulos, H G" sort="Poulos, H G" uniqKey="Poulos H" first="H. G." last="Poulos">H. G. Poulos</name>
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<term>underground installations</term>
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<term>Méthode élément fini</term>
<term>Nouvelle Galles du Sud</term>
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<front><div type="abstract" xml:lang="en">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.</div>
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<term>Ouvrage souterrain</term>
<term>Roche encaissante</term>
<term>Technique injection</term>
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<term>Méthode élément fini</term>
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<front><div type="abstract" xml:lang="en">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.</div>
</front>
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Design of roof support of the Sydney opera house underground parking station

Design of roof support of the Sydney opera house underground parking station

Source :

Descripteurs français

English descriptors

Abstract

Links toward previous steps (curation, corpus...)

Links to Exploration step

Le document en format XML

Pour manipuler ce document sous Unix (Dilib)

Pour mettre un lien sur cette page dans le réseau Wicri