| 3D dynamic finite element analyses and 1 g shaking table tests on seismic performance of connected and nonconnected piled raft foundations AS Azizkandi, MH Baziar, AF Yeznabad KSCE Journal of Civil Engineering 22, 1750-1762, 2018 | 49 | 2018 |
| Centrifuge modeling of non-connected piled raft system H Rasouli, AS Azizkandi, MH Baziar, M Modarresi, H Shahnazari International Journal of Civil Engineering 13 (2), 114-123, 2015 | 46 | 2015 |
| Prediction of pile settlement based on cone penetration test results: an ANN approach MH Baziar, A Saeedi Azizkandi, A Kashkooli KSCE Journal of Civil Engineering 19, 98-106, 2015 | 44 | 2015 |
| Prediction of pile shaft resistance using cone penetration tests (CPTs) MH Baziar, A Kashkooli, A Saeedi-Azizkandi Computers and Geotechnics 45, 74-82, 2012 | 42 | 2012 |
| Influence of sodium chloride on cement kiln dust-treated clayey soil: strength properties, cost analysis, and environmental impact S Ghavami, H Jahanbakhsh, A Saeedi Azizkandi, F Moghadas Nejad Environment, Development and Sustainability 23, 683-702, 2021 | 39 | 2021 |
| Effect of super-structure frequency on the seismic behavior of pile-raft foundation using physical modeling MH Baziar, F Rafiee, AS Azizkandi, CJ Lee Soil Dynamics and Earthquake Engineering 104, 196-209, 2018 | 32 | 2018 |
| Load sharing and carrying mechanism of piles in non-connected pile rafts using a numerical approach A Saeedi Azizkandi, H Rasouli, MH Baziar International Journal of Civil Engineering 17, 793-808, 2019 | 29 | 2019 |
| Effect of superstructure on the dynamic response of nonconnected piled raft foundation using centrifuge modeling MH Baziar, F Rafiee, CJ Lee, A Saeedi Azizkandi International Journal of Geomechanics 18 (10), 04018126, 2018 | 28 | 2018 |
| Assessment of damages in fault rupture–shallow foundation interaction due to the existence of underground structures AS Azizkandi, S Ghavami, MH Baziar, SH Hasanaklou Tunnelling and Underground Space Technology 89, 222-237, 2019 | 27 | 2019 |
| Evaluation of lateral spreading utilizing artificial neural network and genetic programming MH Baziar, A Saeedi Azizkandi International Journal of Civil Engineering 11 (2), 100-111, 2013 | 27 | 2013 |
| Evaluation of EPS wall effectiveness to mitigate shallow foundation deformation induced by reverse faulting MH Baziar, S Heidari Hasanaklou, A Saeedi Azizkandi Bulletin of Earthquake Engineering 17, 3095-3117, 2019 | 23 | 2019 |
| Undrained monotonic and cyclic behavior of Qeshm calcareous sand J Saeidaskari, M Alibolandi, AS Azizkandi Marine Georesources & Geotechnology 39 (7), 798-811, 2021 | 20 | 2021 |
| Prediction of uplift pile displacement based on cone penetration tests (CPT) A Saeedi Azizkandi, A Kashkooli, MH Baziar Geotechnical and Geological Engineering 32, 1043-1052, 2014 | 19 | 2014 |
| Evaluation of dynamic response of connected and non-connected piled raft systems using shaking table tests AS Azizkandi, M Aghamolaei, SH Hasanaklou Soil Dynamics and Earthquake Engineering 139, 106366, 2020 | 14 | 2020 |
| Effect of EPS beads on the behavior of sand–EPS and slope stability using triaxial and centrifuge tests S Yaghoobzadeh, AS Azizkandi, H Salehzadeh, SH Hasanaklou International Journal of Civil Engineering 19, 1269-1282, 2021 | 13 | 2021 |
| Centrifuge modeling of pile-soil-pile interaction mconsidering relative density and toe condition A Saeedi Azizkandi, MH Baziar, M Modarresi, H Salehzadeh, H Rasouli Scientia Iranica 21 (4), 1330-1339, 2014 | 13 | 2014 |
| Performance-based analysis of cantilever retaining walls subjected to near-fault ground shakings M Aghamolaei, AS Azizkandi, MH Baziar, S Ghavami Computers and Geotechnics 130, 103924, 2021 | 11 | 2021 |
| Use of vertical and inclined walls to mitigate the interaction of reverse faulting and shallow foundations: centrifuge tests and numerical simulation A Saeedi Azizkandi, MH Baziar, S Ghavami, SH Hasanaklou Journal of Geotechnical and Geoenvironmental Engineering 147 (2), 04020155, 2021 | 11 | 2021 |
| Experimental study on connected and non-connected piled raft foundations subjected to eccentric loading A Saeedi Azizkandi, R Taherkhani International Journal of Civil Engineering 18, 743-761, 2020 | 11 | 2020 |
| Mitigation of hunchbacked gravity quay wall displacement due to dynamic loading using shaking table tests MH Baziar, M Sanaie, OE Amirabadi, A Khoshniazpirkoohi, AS Azizkandi Ocean Engineering 216, 108056, 2020 | 8 | 2020 |
Mohammad Hassan BaziarProfessor, School of Civil Engineering, Iran University of Science and Technology在 iust.ac.ir 的电子邮件经过验证
