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