Articles

type: Journal
Title DOI Date
بررسي عددي الگوي جريان در محيط داراي نفوذپذيري دوگانه در حضور گسل قطري با استفاده از روش خط جريان #
Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies #
New Viscoplastic Bounding Surface Subloading Model for Time-Dependent Behavior of Sands 10.1061/(ASCE)GM.1943-5622.0001979
Mitigating the impact of the static and cyclic loading on loose coastal saturated sands utilizing a waterproof and super-fast curing polymer #
Study of the effect of drill bits hardness, drilling machine operating parameters and rock mechanical parameters on noise level in hard rock drilling process #
Obtaining the strength parameters of concrete using drilling data 10.1016/j.jobe.2021.102181
A new viscoplastic bounding surface subloading model for time dependent behavior of sands #
Variable Amplitude Fatigue Life Prediction of Rock Samples Under Completely Reversed Loading #
Static and dynamic analysis on slope stability using a DFN-DEM approach on the right abutment of the Karun 4 dam #
An investigation on the axial response and material efficiency of tapered helical piles #
Optimization of frustum confining vessels using different boundary and interface conditions #
Investigation of wear resistance of drill bits with WC, Diamond-DLC, and TiAlSi coatings with respect to mechanical properties of rock #
Fracture mechanism simulation of inhomogeneous anisotropic rocks by extended finite element method #
Investigating the deformability of grouted rock mass under static and dynamic loading conditions #
A unified elasto-plastic constitutive model for sandy and clayey soils accounting for at-rest condition 10.1080/19386362.2019.1651566
Redistribution of local fracture aperture and flow patterns by acidizing #
بررسي پارامترهاي شكست سنگ در نمونه ديسك ترك دار با سوراخ مركزي تحت شرايط بارگذاري شبه استاتيكي #
type: Conference
Title Date
بررسي الگوي جريان در محيط داراي تخلخل دوگانه در حضور گسل با استفاده از روش عددي خط جريان
PHYSICAL MODELING OF GROUT SPREADING IN DISCRETE FRACTURED ROCKS
Design Optimisation of the Size and Geometry of Frustum Confining Vessel