Articles

type: Journal
Title DOI Date
Squeezing rock conditions at phyllite-slate zone in Golab water conveyance tunnel Iran A case study #
Assessment of Rock Slope Stability at Cham-Shir Dam Power Plant Pit Using the Limit Equilibrium Method and Numerical Modeling. #
An experimental study of the effect of cement and chemical grouting on the improvement of the mechanical and hydraulic properties of alluvial formations #
Investigating the effect of fractures on unusual gas emission in coal mines case study of Parvadeh coal mine Iran #
Shear strength of discontinuities in sedimentary rock masses based on direct shear tests #
EVALUATION OF THE SHEAR STRENGTH CRITERIA OF ROCK DISCONTINUITIES BASED ON THE LABORATORY DIRECT SHEAR TESTS. #
Development of a new method for RMR and Q classification method to optimize support system in tunneling #
Empirical Development of the Rock Mass Deformation Modulus #
Development of a new equation for joint roughness coefficient JRC with fractal dimention a case study of bazkhtiary Dam site in Iran #
Physical modeling of an underground roadway excavation in vertically stratified rock using infrared thermography #
Determination of Rock Mass Deformation Modulus by means of Traveling Load Tests Part I Theory of Traveling Load Test in Open Pit. #
Determination of Rock Mass Deformation Modulus by Means of Traveling Load Tests Part II Practice of Traveling Load Test in Open Pit. #
type: Conference
Title Date
INFLUENCE OF TEMPERATURE AND PRESSURE ON GAS EMISSION DUE TO CRACK PROPAGATION IN COAL-MINES AN EXPERIMENTAL STUDY.
Development of two equations for estimation value of JH classification method to optimize support system in tunnelling.
Estimation of rock mass deformation modulus in Bakhtiary Dam Project in Iran.
stability analysis of underground structure by numerical method case study penstock tunnels of Rudbar-Dam Iran.
Support System Design of Twin Tunnels by Numerical and Empirical Methods
Empirical Correlations Between Static and Dynamic Properties of Intact Rock
Rockburst process evaluation using experimental and artificial intelligence techniques
Remote monitoring of sliding force for prediction of landslide and slope stability assessment in open pit mine