Výsledky vyhledávání - "stiff support"

Akademický článek

Performance of a Stiff Support System in Soft Clay.

Autor: Finno, Richard J., Bryson, Sebastian, Calvello, Michele

Publikováno v: Journal of Geotechnical & Geoenvironmental Engineering. Aug2002, Vol. 128 Issue 8, p660. 12p.

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Effect of the lay distance of a stiff support on the applicability of the Convergence-Confinement method

Autor: S Khodr, Jean Sulem, Reza Taherzadeh, M. De la Fuente, F Berro

Publikováno v: IOP Conference Series: Earth and Environmental Science. 833:012168

The use of the classical ConVergence ConFinement (CV-CF) method which is a simplified tunnel design tool is very extended nowadays. A major limitation of this plane-strain approach is encountered when it is applied to the study of tunnels with a stif

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b470db76e007dde34170b8e014d49176
https://doi.org/10.1088/1755-1315/833/1/012168

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Applicability of the Convergence-Confinement Method to Full-Face Excavation of Circular Tunnels with Stiff Support System

Autor: Jean Sulem, Manuel De La Fuente, Reza Taherzadeh, Didier Subrin, Xuan-Son Nguyen

Publikováno v: Rock Mechanics and Rock Engineering
Rock Mechanics and Rock Engineering, Springer Verlag, 2019, 52 (7), pp.2361-2376. ⟨10.1007/s00603-018-1694-8⟩

International audience; 22 23 The ConVergence-ConFinement (CV-CF) method is widely used in conventional tunneling at 24 a preliminary stage of the design. In this method, the rock-support interaction is simplified by 25 means of a two-dimensional pla

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::23c85e67432b51ebec71becce3e7c5ec
https://hal-enpc.archives-ouvertes.fr/hal-02925111

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Performance of a stiff support system in soft clays

Autor: Richard J. Finno, Michele Calvello, Sebastian L Bryson

The performance of an excavation support system for a subway station renovation project in Chicago and its effects on an adjacent, shallow-foundation supported building are presented. The 13-m-deep...

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::968d00bcdee069a1db2b71695db5f84c
http://hdl.handle.net/11386/1859244

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Improving the algorithm of choosing spacing and number of stiff supports against a concentrated force in steel-concrete beams

Autor: Serhii Sheptun, Anatoliy Petrov, Artem Naumenko, I. A. Vysochin, Oksana Yurchenko, Yana Kononenko, Maryna Ihnatenko, Tetiana Dedilova, Anatoliy Paliy, Andriy Paliy

Publikováno v: Eastern-European Journal of Enterprise Technologies, Vol 2, Iss 7 (110), Pp 40-47 (2021)

A steel-concrete beam was taken as the study object. The algorithm of selecting the number of stiff supports for the steel-concrete beam loaded with a concentrated lateral force in the middle of the span has been refined. Stiff supports served to joi

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e5ec7ba6cd2b4ea277b47f045f9ec806
http://journals.uran.ua/eejet/article/view/228862

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Усовершенствование алгоритма подбора шага и количества жестких упоров от сосредоточенной силы в сталебетонных балках

Publikováno v: Eastern-European Journal of Enterprise Technologies; Vol. 2 No. 7 (110) (2021): Applied mechanics; 40-47
Eastern-European Journal of Enterprise Technologies; Том 2 № 7 (110) (2021): Прикладная механика; 40-47
Eastern-European Journal of Enterprise Technologies; Том 2 № 7 (110) (2021): Прикладна механіка; 40-47

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=scientific_p::6f73aa3ab858df51654428c2a866832e
http://journals.uran.ua/eejet/article/view/228862

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