Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements von VEISKARAMI, M, ZANJ, A

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Design, Implementation and Preliminary Testing of a Novel Orthosis for Reducing Erector Spinae Muscle Activity, and Improving Balance Control for Hyperkyphotic Elderly Subjects von M, Veiskarami, G, Aminian, M, Bahramizadeh, F, Ebrahimzadeh, M, Arazpour, I, Abdollahi, R, Fadayevatan

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INTERFEROMETRIC POINT TARGET ANALYSIS (IPTA) FOR LANDSLIDE MONITORING von Yarmohammad Touski, M., Veiskarami, M., Dehghani, M.

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CPT-Based Investigation for Pile Toe and Shaft Resistances Distribution von Eslami, A., Valikhah, F., Veiskarami, M., Salehi, M.

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Effect of stress level on the bearing capacity factor, Nγ, by the ZEL method von Jahanandish, M., Veiskarami, M., Ghahramani, A.

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A PRACTICAL PROCEDURE TO ESTIMATE THE BEARING CAPACITY OF FOOTINGS ON SAND-APPLICATION TO 87 CASE STUDIES von Veiskarami, M, Kumar, J, Valikhah, F

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Stress level based bearing capacity of foundations: Verification of results with 131 case studies von Veiskarami, M., Jahanandish, M., Ghahramani, A.

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Updated Lagrangian large deformation analysis of consolidation settlement with finite element method for a case study in Iran von Veiskarami, M

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Bearing capacity factor, N[gamma], for unsaturated soils by ZEL method von Jahanandish, M, Habibagahi, G, Veiskarami, M

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Application of the ZEL method in the prediction of foundation bearing capacity considering the stress level effect von Veiskarami, M, Jahanandish, M, Ghahramani, A

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Bearing capacity factor, Nγ, for unsaturated soils by ZEL method von Jahanandish, M., Habibagahi, G., Veiskarami, M.

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Effect of Foundation Size and Roughness on the Bearing Capacity Factor, Nγ, by Stress Level-Based ZEL Method von Jahanandish, M., Veiskarami, M., Ghahramani, A.

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Green's Function for the Deflection of Non-Prismatic Simply Supported Beams by an Analytical Approach von Veiskarami, M, Pourzeynali, S

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Bearing capacity factor, N sub( ) gamma for unsaturated soils by ZEL method von Jahanandish, M, Habibagahi, G, Veiskarami, M

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Prediction of liquefaction induced lateral displacements using robust optimization model von Kalantary, F, MolaAbasi, H, Salahi, M, Veiskarami, M

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Prediction of the bearing capacity and load-displacement behavior of shallow foundations by the stress-level-based ZEL method von Veiskarami, M, Jahanandish, M, Ghahramani, A

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I‌N‌V‌E‌S‌T‌I‌G‌A‌T‌I‌O‌N O‌F G‌E‌O‌M‌E‌C‌H‌A‌N‌I‌C‌A‌L P‌R‌O‌P‌E‌R‌T‌I‌E‌S O‌F C‌O‌A‌R‌S‌E A‌G‌G‌R‌E‌G‌A‌T‌E‌S C‌O‌N‌S‌I‌D‌E‌R‌I‌N‌G S‌T‌R‌E‌S‌S L‌E‌V‌E‌L‌S... von A. G‌h‌o‌r‌b‌a‌n‌i, M. V‌e‌i‌s‌k‌a‌r‌a‌m‌i, S.M.R. A‌l‌a‌v‌i‌p‌o‌u‌r

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A S‌T‌U‌D‌Y O‌N T‌H‌E S‌T‌R‌E‌S‌S-\\D‌I‌L‌A‌T‌A‌N‌C‌Y B‌E‌H‌A‌V‌I‌O‌R O‌F A‌N‌Z‌A‌L‌I S‌A‌N‌D von A. H‌a‌j‌i‌a‌n‌i B‌o‌u‌s‌h‌e‌h‌r‌i‌a‌n, M. V‌e‌i‌s‌k‌a‌r‌a‌m‌i, A. V‌o‌s‌o‌o‌g‌h‌i, M. H‌a‌m‌i‌d‌z‌a‌d‌e‌h

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Effect of low shoe heel height on the trunk muscular activity among young healthy females von Mousavi ME (MD), Forough B (MD), Bahramizadeh M (MSc), Arazpoor M (MSc), Veiskarami M (MSc), Moghadami AR (MSc)

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Micromechanical analysis of unidirectional polymeric composites material with triangular fibers von Barati, F., Torabi, E., Veiskarami, H., Khanbabaea Nava, A., Attar, M. M.

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