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Failure of Castlegate Sandstone Under True Triaxial Loading

Ingraham, Mathew D. / Issen, Kathleen A. / Holcomb, David J.

A test series designed to investigate and quantify the effect of the intermediate principal stress on the failure of Castlegate sandstone was completed. Using parallelepiped specimens and a true triaxial testing system, constant mean stress tests were conducted. Stress states ranged from axisymmetric compression to axisymmetric extension. Results suggest a possible failure dependence on the third invariant of deviatoric stress at lower mean stresses.

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Failure of Castlegate Sandstone Under True Triaxial Loading

Ingraham, Mathew D. / Issen, Kathleen A. / Holcomb, David J.

A test series designed to investigate and quantify the effect of the intermediate principal stress on the failure of Castlegate sandstone was completed. Using parallelepiped specimens and a true triaxial testing system, constant mean stress tests were conducted. Stress states ranged from axisymmetric compression to axisymmetric extension. Results suggest a possible failure dependence on the third invariant of deviatoric stress at lower mean stresses.

Failure of Castlegate Sandstone Under True Triaxial Loading

Ingraham, Mathew D. / Issen, Kathleen A. / Holcomb, David J.

A test series designed to investigate and quantify the effect of the intermediate principal stress on the failure of Castlegate sandstone was completed. Using parallelepiped specimens and a true triaxial testing system, constant mean stress tests were conducted. Stress states ranged from axisymmetric compression to axisymmetric extension. Results suggest a possible failure dependence on the third invariant of deviatoric stress at lower mean stresses.

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Titel:

Failure of Castlegate Sandstone Under True Triaxial Loading

Beteiligte:

Bonelli, Stéphane (Herausgeber:in) / Dascalu, Cristian (Herausgeber:in) / Nicot, François (Herausgeber:in) / Ingraham, Mathew D. (Autor:in) / Issen, Kathleen A. (Autor:in) / Holcomb, David J. (Autor:in)

Erschienen in:

Advances in Bifurcation and Degradation in Geomaterials ; Kapitel: 42 ; 321-326

Springer Series in Geomechanics and Geoengineering

Erscheinungsdatum:

28.05.2011

Format / Umfang:

6 pages

ISBN:

978-94-007-1421-2 , 978-94-007-1420-5

ISSN:

1866-8763 , 1866-8755

DOI:

https://doi.org/10.1007/978-94-007-1421-2_42

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Sandstone , True triaxial compression , Failure , Third stress invariant , Deformation band Engineering , Solid Mechanics , Geotechnical Engineering & Applied Earth Sciences , Geophysics and Environmental Physics

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