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Curriculum Vitae (CV)

A new peak shear strength criterion of three-dimensional rock joints considering the scale effects

MJ Azinfar, A Ghazvinian, SA Fatemi
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Equivalent material modelling to predict the stability of underground openings

AH Ghazvinian, KK Gupta, T Ramamurthy
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On Applicability of Some Indirect Tests for Estimation of Tensile Strength of Anisotropic Rocks

F Rastegar, HR Nejati, A Ghazvinian, MR Hadei, A Nazerigivi
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Assessment of scale effect on 3D roughness parameters of fracture surfaces

MJ Azinfar, AH Ghazvinian, HR Nejati
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The effect of scale on the geometric parameters of the rock joint surfaces

MJ Azinfar, A Ghazvinian, HR Nejati
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Effects of SiO2 nanoparticles dispersion on concrete fracture toughness

A Nazerigivi, HR Nejati, A Ghazvinian, A Najigivi
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Numerical Modeling of Failure Mechanism of Transversely Isotopic Under Triaxial Loading By Discrete Element Method

F Azizian, A Ghazvinian, M Behnia
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Influence of nano-silica on the failure mechanism of concrete specimens

A Nazerigivi, HR Nejati, A Ghazvinian, A Najigivi
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New development to measure mode I. fracture toughness in rock

MR Hadei, J Kemeny, A Ghazvinian, A Rezaiepoor, V Sarfarazi
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Numerical simulation of shear behaviour of non-persistent joints under low and high normal loads

V Sarfarazi, A Ghazvinian, W Schubert
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Effect of Nano SiO2 particles on the strength and fracture mechanism of cement based materials by AE technique

A Nazeri, HR Nejati, A Ghazvinian
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Effect of discontinuity surface roughness on the strength of jointed rock samples

A Rezaeipoor, H Nejati, A Ghazvinian, MR Hadei
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A new approach for measurement of tensile strength of concrete

V Sarfarazi, A Ghazvinian, W Schubert, HR Nejati, R Hadei
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Effect of particle size heterogeneity on fracture toughness and failure mechanism of rocks

M Sabri, A Ghazvinian, HR Nejati
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EXPERIMENTAL AND NUMERICAL INVESTIGATION OF CRACK PROPAGATION IN PARTICLE SIZE HETEROGENEOUS ROCK LIKE MATERIAL

A Ghazvinian
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Brittleness effect on rock fatigue damage evolution

HR Nejati, A Ghazvinian
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Prediction of Peak strength of transversely isotropic rocks by using distinct element method

F Azizian, A Ghazvinian, M Behnia
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Numerical simulation of the process of fracture of echelon rock joints

V Sarfarazi, A Ghazvinian, W Schubert, M Blumel, HR Nejati
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On the use of the RMR system for estimation of rock mass deformation modulus

HR Nejati, A Ghazvinian, SA Moosavi, V Sarfarazi
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A practical modification to Ramamurthy et al. strength criterion based on lab data analysis of different intact rock types and coal

H Bineshian, V Rasouli, Z Bineshian, AH Ghazvinian
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