Specimen Slenderness and the Influence of Joint Orientation on the Uniaxial Compressive Strength of Singly Jointed Rock

Full text for this resource is not available from the Research Repository.

Pallewela Liyanage, Piyal wasantha ORCID: 0000-0002-7016-4524, Ranjith, PG and Viete, DR (2014) Specimen Slenderness and the Influence of Joint Orientation on the Uniaxial Compressive Strength of Singly Jointed Rock. Journal of Materials in Civil Engineering, 26 (6). 06014002-1 - 06014002-4. ISSN 0899-1561

Dimensions Badge

Altmetric Badge

Item type Article
URI https://vuir.vu.edu.au/id/eprint/35538
DOI 10.1061/(ASCE)MT.1943-5533.0000907
Official URL https://ascelibrary.org/doi/10.1061/(ASCE)MT.1943-...
Subjects Historical > FOR Classification > 0905 Civil Engineering
Historical > FOR Classification > 0914 Resources Engineering and Extractive: Metallurgy
Current > Division/Research > College of Science and Engineering
Keywords numerical simulation; joint orientations; rock testing
Citations in Scopus 10 - View on Scopus
Download/View statistics View download statistics for this item

Search Google Scholar

Repository staff login