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Soil microbial improvement using enriched vinasse as a new abundant waste
اثر طول ترك اوليه بر چقرمگي شكست مود I در PMMAبا استفاده از روش شبه فشرده كششيEffect of Initial Crack Length on Mode I Fracture Toughness of PMMA Using Pseudo Compact Tension Test
ارزيابي آرايش بهينه پيچ سنگ به منظور پايداري توده سنگ درزه دار با روش DEM-DFN سه بعدي - مطالعه موردي: مغار كلاب 2Evaluation of the optimal arrangement of rock bolts on the stability of jointed rockmass Using Three-Dimensional DFN-DEM Approach - Case
Development of a dual sideway-share subsurface tillage implement: Part 1. Modeling tool interaction with soil using DEM
Using effective medium theory to calculate permeability of rock with complex fractures
Investigation of the effect of the discontinuity direction on fluid flow in porous rock masses on a large-scale using hybrid FVM-DFN and streamline simulation
Obtaining the strength parameters of concrete using drilling data
Static and dynamic analysis on slope stability using a DFN-DEM approach on the right abutment of the Karun 4 dam
Identifying the Effective Parameters in Soil Arching for Retaining Structure; A case study of Line 2 of Mashhad Subway
Modelling of Flow-Shear Coupling Process in Rough Rock Fractures using Three-Dimensional Finite Volume Approach
Estimating rock strength parameters using drilling data
مطالعه عملكرد بهبود دهندههاي مختلف بر روي خصوصيات سنگهاي ضعيف جهت استفاده در موج شكنهاA Study of the Performance of a Various Improvers on the Properties of Weak Stones for Use in Breakwaters
Evaluating modes I, II and mixed mode I-II fracture toughness of crystalline rocks using discrete element method
Prediction of fracture trajectory in anisotropic rocks using modified maximum tangential stress criterion
Determination of crack initiation and propagation in two disc shaped specimens using the improved maximum tangential stress criterion