Seismic bearing capacity of foundations on reinforced soil slopes M Jahanandish, A Keshavarz Geotextiles and Geomembranes 23 (1), 1-25, 2005 | 66 | 2005 |
Bearing capacity computation for a ring foundation using the stress characteristics method A Keshavarz, J Kumar Computers and Geotechnics 89, 33-42, 2017 | 63 | 2017 |
A simple displacement model for response analysis of EPS geofoam seismic buffers RJ Bathurst, A Keshavarz, S Zarnani, WA Take Soil Dynamics and Earthquake Engineering 27 (4), 344-353, 2007 | 61 | 2007 |
Bearing capacity of foundations on rock mass using the method of characteristics A Keshavarz, J Kumar International Journal for Numerical and Analytical Methods in Geomechanics …, 2018 | 54 | 2018 |
Reliability analysis of seismic bearing capacity of strip footing by stochastic slip lines method A Johari, SM Hosseini, A Keshavarz Computers and Geotechnics 91, 203-217, 2017 | 49 | 2017 |
One dimensional consolidation of multi-layered unsaturated soil under partially permeable boundary conditions and time-dependent loading M Moradi, A Keshavarz, A Fazeli Computers and Geotechnics 107, 45-54, 2019 | 44 | 2019 |
Undrained seismic bearing capacity of strip footing placed on homogeneous and heterogeneous soil slopes by finite element limit analysis A Keshavarz, M Beygi, R Vali Computers and Geotechnics 113, 103094, 2019 | 42 | 2019 |
New Gene Expression Programming models for normalized shear modulus and damping ratio of sands A Keshavarz, M Mehramiri Engineering Applications of Artificial Intelligence 45, 464-472, 2015 | 37 | 2015 |
Seismic bearing capacity analysis of reinforced soils by the method of stress characteristics A Keshavarz, M Jahanandish, A Ghahramani IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 35 (2 …, 2011 | 34 | 2011 |
Seismic bearing capacity of strip footings on rock masses using the Hoek–Brown failure criterion A Keshavarz, A Fazeli, S Sadeghi Journal of rock mechanics and Geotechnical Engineering 8 (2), 170-177, 2016 | 33 | 2016 |
Finite element limit analysis of the seismic bearing capacity of strip footing adjacent to excavation in c-φ soil M Beygi, A Keshavarz, M Abbaspour, R Vali, M Saberian, J Li Geomechanics and Geoengineering 17 (1), 246-259, 2022 | 30 | 2022 |
Pullout behavior of polymeric strip in compacted dry granular soil under cyclic tensile load conditions S Razzazan, A Keshavarz, M Mosallanezhad Journal of Rock Mechanics and Geotechnical Engineering 10 (5), 968-976, 2018 | 29 | 2018 |
Coupled consolidation of layered unsaturated soil under general time-dependent loading A Fazeli, A Keshavarz, M Moradi International Journal of Geomechanics 18 (8), 04018088, 2018 | 21 | 2018 |
Large-scale pullout testing and numerical evaluation of U-shape polymeric straps S Razzazan, A Keshavarz, M Mosallanezhad Geosynthetics International 26 (3), 237-250, 2019 | 20 | 2019 |
Pseudo-static bearing capacity of strip footing with vertical skirts resting on cohesionless slopes by finite element limit analysis M Beygi, R Vali, A Keshavarz Geomechanics and Geoengineering 17 (2), 485-498, 2022 | 18 | 2022 |
Numerical analysis of buried pipelines with right angle elbow under wave propagation M Saberi, H Arabzadeh, A Keshavarz Procedia engineering 14, 3260-3267, 2011 | 18 | 2011 |
The effects of the soil-wall adhesion and friction angle on the active lateral earth pressure of circular retaining walls A Keshavarz, M Ebrahimi International Journal of Civil Engineering 14, 97-105, 2016 | 16 | 2016 |
Static and seismic active lateral earth pressure coefficients for c-ϕ soils A Keshavarz, Z Pooresmaeil Geomech. Eng 10 (5), 657-676, 2016 | 15 | 2016 |
Time domain dynamic analysis of floating piles under impact loads A Keshavarz, P Malekzadeh, A Hosseini International Journal of Geomechanics 17 (2), 04016051, 2017 | 14 | 2017 |
Bearing capacity of ring foundations over rock media A Keshavarz, J Kumar Journal of Geotechnical and Geoenvironmental Engineering 147 (6), 04021027, 2021 | 13 | 2021 |