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Experimental Study of the Triaxial Strength Properties of Hollow Cylindrical Granite Specimens Under...

Experimental Study of the Triaxial Strength Properties of Hollow Cylindrical Granite Specimens Under...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2015709082

Experimental Study of the Triaxial Strength Properties of Hollow Cylindrical Granite Specimens Under Coupled External and Internal Confining Stresses

About this item

Full title

Experimental Study of the Triaxial Strength Properties of Hollow Cylindrical Granite Specimens Under Coupled External and Internal Confining Stresses

Publisher

Vienna: Springer Vienna

Journal title

Rock mechanics and rock engineering, 2018-07, Vol.51 (7), p.2015-2031

Language

English

Formats

Publication information

Publisher

Vienna: Springer Vienna

More information

Scope and Contents

Contents

High geostresses and stress gradients are the predominant stress conditions in deep excavation-disturbed rock masses. The aim of this study is to determine the triaxial compressive strength properties of hollow cylindrical granite specimens under a radially non-uniform confining stress field with different radial stress gradients determined by coup...

Alternative Titles

Full title

Experimental Study of the Triaxial Strength Properties of Hollow Cylindrical Granite Specimens Under Coupled External and Internal Confining Stresses

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_proquest_journals_2015709082

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2015709082

Other Identifiers

ISSN

0723-2632

E-ISSN

1434-453X

DOI

10.1007/s00603-018-1452-y

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