Analysis of size effects on the geomechanical parameters of intact granite samples under unconfined conditions-Reference-Cited by-同舟云学术

Analysis of size effects on the geomechanical parameters of intact granite samples under unconfined conditions

Published:2017-03-07 Issue:6 Volume:12 Page:1229-1242
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Quiñones J.,Arzúa J.,Alejano L. R.,García-Bastante F.,Mas Ivars D.,Walton G.

Funder

Ministerio de Economía y Competitividad

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s11440-017-0531-7/fulltext.html

Reference63 articles.

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3. Arzúa J, Alejano LR (2013) Dilation in granite during servo-controlled triaxial strength tests. Int J Rock Mech Min Sci 61:43–56

4. ASTM (2000) D7012 – 14. Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures

5. Bažant ZP (1984) Size effect in blunt fracture: concrete, rock and metal. J Eng Mech (ASCE) 110:518–535

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