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Direct Tensile Test and FDEM Numerical Study on Anisotropic Tensile Strength of Kangding Slate

Direct Tensile Test and FDEM Numerical Study on Anisotropic Tensile Strength of Kangding Slate

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2735408669

Direct Tensile Test and FDEM Numerical Study on Anisotropic Tensile Strength of Kangding Slate

About this item

Full title

Direct Tensile Test and FDEM Numerical Study on Anisotropic Tensile Strength of Kangding Slate

Publisher

Vienna: Springer Vienna

Journal title

Rock mechanics and rock engineering, 2022-12, Vol.55 (12), p.7765-7789

Language

English

Formats

Publication information

Publisher

Vienna: Springer Vienna

More information

Scope and Contents

Contents

A large amount of slates is distributed along Kangding No. 2 tunnel of Sichuan–Tibet Railway (China). The bedding of the Kangding slate is rich, showing apparent anisotropy of strength. For underground tunnels excavated in the anisotropic rock mass, the rock material is vulnerable to damage in tension because of its low tensile strength. Therefore,...

Alternative Titles

Full title

Direct Tensile Test and FDEM Numerical Study on Anisotropic Tensile Strength of Kangding Slate

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_proquest_journals_2735408669

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2735408669

Other Identifiers

ISSN

0723-2632

E-ISSN

1434-453X

DOI

10.1007/s00603-022-03036-x

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