Követés
Mohammad Bahrehdar
Mohammad Bahrehdar
E-mail megerősítve itt: znu.ac.ir
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Hivatkozott rá
Hivatkozott rá
Év
COMPARISON OF PREDICTED FAILURE AREA AROUND THE BOREHOLES IN THE STRIKE-SLIP FAULTING STRESS REGIME WITH HOEK-BROWN AND FAIRHURST GENERALIZED CRITERIA
A Lakirouhani, M Bahrehdar, J Medzvieckas, R Kliukas
Journal of Civil Engineering and Management 27 (5), 346- 354, 2021
92021
Evaluation of the Depth and Width of Progressive Failure of Breakout Based on Different Failure Criteria, Using a Finite Element Numerical Model
M Bahrehdar, A Lakirouhani
Arabian Journal for Science and Engineering, 2022
72022
Effect of Various Lateral Boundaries on Bearing Capacity of Soilbag
A Lakirouhani, M Bahrehdar
Geotechnical and Geological Engineering 36 (2), 1-8, 2018
72018
Effect of eccentricity on breakout propagation around noncircular boreholes
M Bahrehdar, A Lakirouhani
Advances in Civil Engineering 2023, 2023
42023
NUMERICAL AND ANALYTICAL EVALUATION OF THE BEARING CAPACITY OF A HALF-OVAL SOIL-BAG SYSTEM UNDER VERTICAL LOADING
A Haddad, M Bahrehdar
SHARIF: CIVIL ENINEERING 312 (32), 67-75, 2015
12015
Assessment of Interplay of Mud Cake and Failure Criteria on the Lower Limit of Safe Borehole Pressure
M Bahrehdar, A Lakirouhani
Indian Geotechnical Journal, 1-13, 2024
2024
Evaluation of Breakout by Mogi-Coulomb Failure Criterion as a Method for Estimating in situ Stresses
A Lakirouhani, M Bahrehdar
Journal of Petroleum Geomechanics 4 (1), 80-104, 2021
2021
Theoretical analysis of the damaged zone around the borehole using different failure criteria
A Lakirouhani, M Bahrehdar
Modares Civil Engineering Journal (M.C.E.J) 20 (No.4), 163-177, 2020
2020
INVESTIGATION ABOUT SHEAR BEHAVIOR OF SAND REINFORCED WITH GEOTEXTILE WITH EMPHASIS ON SHEAR ZONE
A Lakirouhani, M Bahrehdar, SM Hosseini
Sharif Journal of Civil Engineering 34 (2.1), 99-108, 2018
2018
INVESTIGATION OF SHEAR BEHAVIOR OF SAND REINFORCEMENT WITH A FOCUS ON SHEAR ZONE
A Lakirouhani, M Bahrehdar
SHARIF: CIVIL ENGINEERING, 2018
2018
Numerical study of the effect of soil-bag system to improve geotechnical bearing capacity of the bed soil
A Lakirouhani, M Bahrehdar
Modares Civil Engineering journal 16 (3), 155-164, 2016
2016
Analytical evaluation of bearing capacity of soilbag with semi-elliptical cross section
A Lakirouhani, M Bahrehdar
Indian Journal of Geosynthetics and Ground Improvement 5 (1), 24-30, 2016
2016
THE INFLUENCE OF BAG’S SHAPE AND INTERNAL FRICTION ANGLE OF SAND ON ULTIMATE CAPACITY OF SAND-BAG BY USING ANALYTICAL AND NUMERICAL ANALYSE
A Haddad, M Bahrehdar
Numerical and experimental evaluation of soilbags deformation under vertical loading
A Haddad, M Bahrehdar
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Cikkek 1–14