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Publications

  • Fakharian K. and Khanmohammadi M. (2022), “Effect of OCR and Pile Diameter on Load-Movement Response of Piles Over Time Embedded in Clay”, International Journal of Geomechanics, 22 (7), https://doi.org/10.1061/(ASCE)GM.1943-5622.0002419
  • Banaei Moghadam S. and Khanmohammadi M. (2021), “Prediction of time-dependent bearing capacity of pile driven in cohesive soil using Group Method of Data Handling”, Sharif Civil Engineering Journal (in Persian), doi: 10.24200/j30.2021.56892.2865.
  • Khanmohammadi M. and Fakharian K. (2018), “Evaluation of Performance of Piled-Raft Foundations on Soft Clay: A Case Study”, Geomechanics and Engineering, 14 (1), http://dx.doi.org/10.12989/gae.2018.14.1.043
  • Khanmohammadi M. and Fakharian K. (2018), “Numerical simulation of soil stress State variations due to mini-pile penetration in clay”, International Journal of Civil Engineering, 16(4),  pp. 409-419, https://doi.org/10.1007/s40999-016-0141-z
  • Khanmohammadi M. and Fakharian K. (2017), “Numerical modelling of pile installation and setup effects on pile shaft capacity”, International Journal of Geotechnical Engineering, pp. 1-15, https://doi.org/10.1080/19386362.2017.1368185
  • Fakharian K., Eghbali A., Heidari S. & Khanmohammadi M. (2016), “Specimen Preparation Methods for Artificially Cemented Sand in Simple Shear and Hollow Cylinder Apparatuses”, Scientia Iranica. Transaction A, Civil Engineering, http://dx.doi.org/10.24200/sci.2017.4177
  • Fakharian K. and Khanmohammadi M. (2012), “Evaluation of the effect of geometric characteristics of a piled-raft on its behavior on soft clay under drained conditions”, Sharif Civil Engineering Journal, 29 (2), 71-76 (in Persian).
  • Razavi, M., Dehghani, A. R., & Khanmohammadi, M. (2009), “Simulation of thermal stratification in cisterns using artificial neural networks”, J. Energy Heat Mass Transf, 31, 201-210.
  • Alavi Moghadam, M., Maknoon, R., Babazadeh, A., Khanmohammadi, M. and Eftekhari, Y. (2013), “Evaluation of awareness, attitude and action of Amirkabir University of Technology students on general aspects of environment”, Journal of Environmental Science and Technology, 14(winter), 147-154 (in Persian).

 

Conferences

  • Mashayekhi M.A., Khanmohammadi M. (2022), “Numerical investigation of geometric characteristics of helical piles on performance of pile-supported embankments”, 13th National Congress on Civil Engineering, Isfahan 2022 (in Persian).
  • Fakharian K. and Khanmohammadi M. (2015), “Numerical modeling of pile installation effects on stress state in clay”, l5th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering (ISSMGE-15ARC), Fukuoka 2015, http://doi.org/10.3208/jgssp.IRN-19
  • Fakharian K. and Khanmohammadi M. (2015), “Numerical investigation of soil stress state variations with time around a penetrating cylindrical object”, 10th International Conference on Civil Engineering (ICCE), Tabriz 2015.
  • Fakharian K. and Khanmohammadi M. (2015), “Comparison of pile bearing capacity from CPT and dynamic load tests in clay considering soil setup”, 3rd International Symposium on Frontiers in Offshore Geotechnics (ISFOG), Oslo 2015.
  • Fakharian K. and Khanmohammadi M. (2014), “Comparison of α and β methods with CPT and pile load test data: A case study with attention on soil setup Effects”, International Conference on Piling & Deep Foundation, Stockholm 2014, http://www.dfi.org/pubdetail.asp?id=1898

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