The effects of grain size and different multi-stage shearing techniques on shear strength along rock discontinuities

DOI10.1007/s13137-020-00162-yzbMath1466.74027OpenAlexW3091808745MaRDI QIDQ2023290

Alina Vattai, Nikoletta Rozgonyi-Boissinot

Publication date: 3 May 2021

Published in: GEM - International Journal on Geomathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s13137-020-00162-y

zbMATH Keywords

shear testrock jointgrain size effectMohr-Coulomb failure criterionmulti-stage direct shearingplaster mortar

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Soil and rock mechanics (74L10)

Related Items (1)

Shear strength testing of consolidated claystones: breakpoint detection of shear stress versus shear displacement curves, a statistical approach

Cites Work

• A stabilized Lagrange multiplier finite-element method for flow in porous media with fractures

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