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Squeezing rock conditions at phyllite-slate zone in Golab water conveyance tunnel Iran A case study
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1396 - 04 |
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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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1395 - 10 |
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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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1395 - 06 |
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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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1395 - 03 |
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Shear strength of discontinuities in sedimentary rock masses based on direct shear tests
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1393 - 11 |
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EVALUATION OF THE SHEAR STRENGTH CRITERIA OF ROCK DISCONTINUITIES BASED ON THE LABORATORY DIRECT SHEAR TESTS.
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1393 - 09 |
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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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1393 - 04 |
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Empirical Development of the Rock Mass Deformation Modulus
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1393 - 03 |
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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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1392 - 07 |
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Physical modeling of an underground roadway excavation in vertically stratified rock using infrared thermography
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1389 - 05 |
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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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1384 - 11 |
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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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1384 - 11 |