Volumetric and shear strain localization throughout triaxial compression experiments on rocks

2021 ◽  
pp. 229181
Author(s):  
J. McBeck ◽  
Y. Ben-Zion ◽  
F. Renard
2014 ◽  
Vol 58 (4) ◽  
pp. 1071-1082 ◽  
Author(s):  
Yanfei Li ◽  
Miao Hu ◽  
Gregory B. McKenna ◽  
Christopher J. Dimitriou ◽  
Gareth H. McKinley ◽  
...  

2016 ◽  
Vol 655 ◽  
pp. 212-220 ◽  
Author(s):  
G.M. Owolabi ◽  
D.T. Bolling ◽  
A.A. Tiamiyu ◽  
R. Abu ◽  
A.G. Odeshi ◽  
...  

Author(s):  
Zenon Szypcio

Abstract The stress–plastic dilatancy relationships for gravel are analyzed based on drained triaxial tests experiments described in literature. For this, Frictional State Theory is used. The characteristic points and stages of shearing may be defined from the analysis of η–Dp relationship. The characteristic points and stages of shearing cannot be identified from ordinary stress–strain, volumetric strain–shear strain relationships that are shown in literature.


2019 ◽  
Vol 46 (5) ◽  
pp. 2425-2433 ◽  
Author(s):  
Jessica A. McBeck ◽  
Benoît Cordonnier ◽  
Sergio Vinciguerra ◽  
François Renard

Sign in / Sign up

Export Citation Format

Share Document