Experimental setup for the stress-controlled uniaxial compressive

Typical cracks distribution in the gallery of a high arch dam.

ILLUSTRATION OF FE MODEL Download Scientific Diagram

Micro-parameters of filling material (type I) in the BPM.

An infinite plate containing two unequal collinear cracks.

An infinite plate containing two unequal collinear cracks.

Ayten CALIK, Academic Staff, PhD, Çanakkale Onsekiz Mart Üniversitesi, Çanakkale, ÇOMÜ, Department of Geological Engineering

An infinite plate containing two unequal collinear cracks.

Specifications for the obtained aviation-fuel

PDF) Quantifying the Rock Damage Intensity Controlled by Mineral Compositions: Insights from Fractal Analyses

Micro-parameters of sandstone in the BPM.

Experimental setup for the stress-controlled uniaxial compressive

Initiation and evolution of visible cracks along the central coalesced

Elif AVŞAR, Research Assistant, PhD, Konya Technical University, Selçuklu, KTUN, Geological Engineering