Variation of Elastic Stiffness Parameters of Granitic Rock during Loading in Uniaxial Compressive Test

Any rock mechanics’ design inherently involves determining the deformation characteristics of the rock material. The purpose of this study is to offer equations for calculating the values of bulk modulus (K), elasticity modulus (E), and rigidity modulus (G) throughout the loading of the sample until...

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Bibliographic Details

Main Authors:	Samad Narimani, Seyed Morteza Davarpanah, László Kovács, Balázs Vásárhelyi
Format:	Artigo
Language:	Inglês
Published:	MDPI AG 2023-04-01
Series:	Applied Mechanics
Subjects:	Young’s modulus (E) Poisson’s ratio (ν) shear modulus (G) bulk modulus (K) uniaxial compressive test
Online Access:	https://www.mdpi.com/2673-3161/4/2/25
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