‪Masoud Rahjoo‬ - ‪Google Scholar‬

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Co-authors

Erik EberhardtGeological Engineering, University of British ColumbiaVerified email at eoas.ubc.ca
M DiederichsProfessor of Geological Sciences and Geological EngineeringVerified email at queensu.ca
Kyuseok Woo, Ph.D

Masoud Rahjoo

Masoud Rahjoo

Geological Engineering/EOAS, University of British Columbia, Vancouver, Canada

Verified email at eoas.ubc.ca

Mechanics of Rock Failure 3D Directional Dilatancy PSIR Concept Constitutive Modelling Polyaxial Compression Test


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A Simplified Dilation Model for Modeling the Inelastic Behavior of Rock M Rahjoo, E Eberhardt 50th US Rock Mechanics/Geomechanics Symposium, ARMA 2016, 2016	13	2016
Pre-peak Brittle Fracture Damage E Eberhardt, MS Diederichs, M Rahjoo Rock Mechanics and Engineering Volume 1: Principles 1, 623-657, 2016	6	2016
Development of a PSIR-based Dilation Model for Brittle Rock Using Parameters with Physical Meaning M Rahjoo, E Eberhardt, NA Chandler 52nd US Rock Mechanics / Geomechanics Symposium, ARMA 2018, 2018	5	2018
Stress-induced spalling analysis of extraction level pillars using a 3-D extensional strain failure criterion M Rahjoo, KS Woo, E Eberhardt 50th US Rock Mechanics/Geomechanics Symposium, 2016	2	2016
Development of Strain-based Failure Criterion and its Application to Interpret Measured Displacements around Underground Excavations M Rahjoo School of Mining Engineering, University of Tehran, 2008		2008

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