Books and Codes:

– Fakharian, K., Vaezian, H. and Soltanmohammadlou, A., 2012. Pile construction specifications: Driven and cast-in-place. Ministry of Roads & Transportaion, Transportation Research Institute. (in press)
– Fakharian, K. and Feizee, S.M., 2007. Dynamic testing and analysis in design and construction of piles. Ministry of Roads & Transportaion, Transportation Research Institute, p. 133.
– Fakharian, K. 2006. Guidelines for static load testing of piles, Ministry of Roads & Transportaion, Transportation Research Institute, p. 40.
– Fakharian, K. and Eslami, E., 2005. Axial bearing capacity of piles. Ministry of Roads & Transportaion, Transportation Research Institute, p. 241.
– Building Code, Chapter 7: Foundation and Foundation Design, 2009. Bureau of Building Codes, Ministry of Housing, p. 109. (member of Technical Committee)
– Guidelines for Geotechnical studies and design of Pars Special Economic Energy Zone, 2006. Deputy Minister for Engineering and Technology, Ministry of Petroleum, Pub. No. 037, p. 87. (member of Technical Committee)
– Guidelines for Geotechnical studies and design of Petrochemical Special Economic Zone, 2006. Deputy Minister for Engineering and Technology, Ministry of Petroleum, p. 78. (member of Technical Committee)

Journal Papers:

– Fakharian, K. and Khanmohammadi Hezaveh, M.R., 2012. Evaluation of the Effect of Geometric Characteristics of Piled Raft on its Behavior in Soft Clay under drained conditions. Sharif Journal of Science & Technology, (in press)
– Fakharian, K. and Sadeghi, M., 2012. Evaluation of Circular Foundation Size Effect on Calculation of Average Coefficient of Subgrade Reaction Using Numerical Modeling. Sharif Journal of Science & Technology, (in press)
– Fakharian, K., Heidarie Golafzani, S. and Eghbali, A., 2012. Effect of Portland Cement Addition on Anisotropic Strength of Sand under Compression and Extension Triaxial Tests. Sharif Journal of Science & Technology, (in press)
– Eghbali, A. and Fakharian, K., 2012. Effect of Principal Stress Rotation in Cement-Treated Sands Using Triaxial and Simple Shear Tests. International Journal of Civil Engineering, (in press)
– Fakharian, K. and Iraji, A., 2010. Numerical modeling of suction pile installation in Caspian Sea clay with effective and total stress analyses, International Journal of Offshore and Polar Engineers (IJOPE), Vol. 20, No. 4, pp. 313-320.
– Nayeri, A. and Fakharian, K., 2010. Design and Development of Cyclic Pullout Test Apparatus, Amirkabir Journal of Science & Technology, Vol. 41, No. 2, pp. 137-146. (in Persian)
– Nayeri, A. and Fakharian, K., 2009. Study on pullout behavior of uniaxial HDPE geogrids under monotonic and cyclic loads. International Journal of Civil Engineering, Vol. 7, No. 4, pp. 211-223.
– Fakharian, K. and Ghodratian, S.H., 2009. Investigation of Deformation Characteristics of a 17-m Reinforced Earth Wall Under Seismic Conditions, Amirkabir Journal of Science & Technology, Vol. 41, No. 1, pp. 23-33. (in Persian)
– Feizee, S.M. and Fakharian, K., 2008. Verification of a signal matching analysis of pile driving using a finite difference based continuum numerical method, International Journal of Civil Engineering, Vol. 6, No. 3, pp. 174-183.
– Feizee, S.M. and Fakharian, K., 2008. Application of a continuum numerical model for pile driving analysis and comparison with a real case. Computers and Geotechnics, Vol. 35, 406-418.
– Fakharian, K. and Attar, I.H., 2007. Static and seismic numerical modeling of geosynthetic-reinforced soil segmental bridge abutments. Geosynthetic International, 14(4), 228-243.
– Fakharian, K. and Alemi, R., 2004. Numerical study of leachate effect on stability of the Fukuoka municipal solid waste landfill in Kahrizak, Tehran. Amirkabir Journal of Science & Technology, Vol. 15, No. 59-C, 1-18. (in Persian)
– Moemeni, M., Fazeli, A., and Fakharian, K., 2001. Preliminary investigation of liquefaction potential in city of Kerman. Journal of Seismology and Earthquake Engineering, Vol. 5, No. 3. (in Persian)
– Fakharian, K. and Evgin, E., 2000. Elasto-plastic modelling of stress-path dependent behavior of interfaces. International Journal for Numerical and Analytical Methods in Geomechanics, Vol 23.
– Evgin, E. and Fakharian, K., 1998. Cyclic rotational simple-shear behaviour of sand-steel interfaces. Soils and Foundations, Japanese’s Journal of Soil Mechanics and Foundation Engineering, 38(2), 191-199.
– Fakharian, K. and Evgin, E., 1997. Cyclic simple shear behaviour of sand-steel interfaces under constant normal stiffness condition. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(12), 1096-1105.
– Evgin, E. and Fakharian, K., 1996. Effect of stress paths on the behaviour of sand-steel interfaces. Canadian Geotechnical Journal, 33(6), 853-865.
– Fakharian, K. and Evgin, E., 1996. An automated apparatus for three-dimensional monotonic and cyclic testing of interfaces. Geotechnical Testing Journal, ASTM, GTJODJ, 19(1), 22-31.

Conference Papers:

– Haddad, H., Fakharian, K. and Attar, I.H., 2012. Numerical modeling of setup effects on pile shaft capacity and comparison with an instrumented case. Proc., 9th Int. Conf. on Testing and Design Methods for Deep Foundations, September 18-20, 2012, Kanazawa, Japan.
– Sarrafzadeh, A., Fakharian, K. and Attar, I.H., 2012. Investigation of bearing capacity parameter variations with time using PDA test results: Case Study. Proc., 9th Int. Conf. on Testing and Design Methods for Deep Foundations, September 18-20, 2012, Kanazawa, Japan.
– Fakharian, K. and Javanbakht, A.S., 2012. Effect of soil improvement on performance of piled rafts on soft soils. Proc., 9th Int. Conf. on Testing and Design Methods for Deep Foundations, September 18-20, 2012, Kanazawa, Japan.
– Fakharian, K., Bahrami, T., Esmaeili, F. and Attar, I.H., 2012. Dynamic and static tests for optimization of spun piles of a utility plant near Persian Gulf – Case Study. Proc., 9th Int. Conf. on Testing and Design Methods for Deep Foundations, September 18-20, 2012, Kanazawa, Japan.
– Fakharian, K., Mohammadlou, A. S. and Feizee, Sh., 2012. Signal matching analysis of a driven pile using continuum numerical modeling considering setup effects. Proc., 9th Int. Conf. on Testing and Design Methods for Deep Foundations, September 18-20, 2012, Kanazawa, Japan.
– Fakharian, K., Eghbali, A., 2012. Effect of Cyclic Stress Path in Cement-Treated Sands Using Triaxial and Simple Shear Tests. Proc., 22nd Int. Offshore and Polar Engrg. Conf., June 17-22, 2012, Rhodes, Greece.
– Fakharian, K., Attar, I.H. and Esmaeili, F., 2012. Application of static and dynamic load tests in a large industrial project for optimization purposes – Case Study. Proc., 9th Int. Congress on Civil Engineering, May 8-10, 2012, Isfahan, Iran. (in Persian)
– Fakharian, K., Sarrafzadeh, A. and Attar, I.H., 2012. Effect of soil setup on bearing capacity increase in driven piles of Mahshahr area. Proc., 9th Int. Congress on Civil Engineering, May 8-10, 2012, Isfahan, Iran. (in Persian)
– Fakharian, K., Haddad, H. and Attar, I.H., 2012. Numerical verification of pile driving with cavity expansion theory in cohesive and frictional soils. Proc., 9th Int. Congress on Civil Engineering, May 8-10, 2012, Isfahan, Iran.
– Javanbakht, A.S. and Fakharian, K., 2012. Numerical modeling of piled raft foundation on improved soft clay. Proc., 9th Int. Congress on Civil Engineering, May 8-10, 2012, Isfahan, Iran.
– Fakharian, K., Shabani, F., 2011. Monotonic and Cyclic Experimental Results of Chamkhaleh Sand in Southern Caspian Sea. Proc., 21st Int. Offshore and Polar Engrg. Conf., June 19-24, 2011, Maui, Hawaii USA.
– Nayeri, A. and Fakharian, K., 2011. Evaluation of pullout strength of PET-Geogrid embedded in silica sand, 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, May 22-27, 2011, Hong Kong, China.
– Fakharian, K. and Attar, I.H., 2011. Application of pile dynamic testing (PDA) in drivability study of steel pipe piles in Chahbahar Port Jetty. 6th National Congress on Civil Engineering, April 26-27, 2010, Semnan, Iran. (in Persian)
– Fakharian, K. and Attar, I.H., 2010. Pile Driving Experiences in Persian Gulf Calcareous Sands, International Symposium: Frontiers in Offshore Geotechnics (ISFOG), Nov. 8-10, 2010, Perth, University of Western Australia, Australia.
– Fakharian, K. and Attar, I.H., 2010. Application of pile integrity tests (PIT) in pile length estimation of Imam Port old jetties, 9th Int. Conf. on Coasts, Ports and Marine Structures (ICOPMAS-2010), November 29- December 1, 2010, Tehran, Iran. (in Persian)
– Fakharian, K., Tasalloti, S.M.A., Mehdizadeh, A. and Soltanmohammadlou, A., 2010. Numerical modeling of radial consolidation and calibration using instrumentation results of Sarbandar preloading of Decanters, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Tasalloti, S.M.A., Fakharian, K. and Soltanmohammadlou, A., 2010. Determination of equivalent permeability using odometer test results for accurate prediction of consolidation time in numerical modeling, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Mehdizadeh, A., Fakharian, K. and Tasalloti, S.M.A., 2010. Preliminary investigation of instrumentation results of Sarbandar Decanters preloading, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Najari, A. and Fakharian, K., 2010. Investigation of Amol-Babol Aquifer parameters using geostatistics method, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran.
– Sheikhi, T.N., Najari, A., Fakharian, K. and Soltanmohammadlou, A., 2010. Investigation of Saveh Aquifer parameters using geostatistics method, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Fakharian, K. and Soltanmohammadlou, A., 2010. Site selection of Tehran hazardous waste treatment center using Simple Additive Weighted (SAW) method, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Fakharian, K. and Shabani, F., 2010. Investigation of Chamkhaleh Sand behavior using a new 3 D dynamic simple shear device, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Nikbakht, M., Fakharian, K. and Nayeri, A., 2010. Numerical modeling of uniaxial soil-geogrid interaction in pullout test, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Fakharian, K. and Nayeri, A., 2010. Comparison of pullout behavior of HDPE geogrid in Tehran coarse-grain alluviums and silica sand, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Nayeri, A. and Fakharian, K., 2010. Behavior of polyester geogrid in cyclic pullout tests, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Attar, I.H. and Fakharian, K., 2010. Numerical modeling of reinforced abutments on flexible bedsoil and comparison with rigid bedsoil under seismic condition, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Fakharian, K. and Attar, I.H., 2010. Comparison of different methods of bearing capacity determination of driven piles – Case Study, 4th Int. Conf. on Geotechnical Engineering and Soil Mechanics, November 2-3, 2010, Tehran, Iran. (in Persian)
– Fakharian, K. and Nayeri, A., 2010. Effect of materials and loading parameters on monotonic and post-cyclic pullout resistance of geogrids, 9th International Conference on Geosynthetics, June 23-27, 2010, Guaruja, Brazil, 661-664.
– Attar, I.H. and Fakharian, K., 2010. External stability of geogrid reinforced-soil segmental bridge abutments under seismic excitation, 9th International Conference on Geosynthetics, June 23-27, 2010, Guaruja, Brazil, 1827-1830.
– Fakharian, K. and Attar, I.H., 2010. A case study on comparison between static and dynamic testing for bearing capacity of piles. 5th National Congress on Civil Engineering, May 4-6, 2010, Mashad, Iran. (in Persian)
– Soltanmohammadlou, A., Fakharian, K., and Modabberi, S., 2009. A Modified GIS-Based Procedure for HWTC Site Selection of Tehran Province, 62nd Canadian Geotechnical Conference, September 20-24, Halifax, Canada, pp. 666-673.
– Nayeri, A. and Fakharian, K., 2009. Design and setup of a pullout apparatus for static behaviour of geogrids embedded in sand. 8th International Congress on Civil Engineering, May 11-13, 2009, Shiraz, Iran. (in Persian)
– Pirzadeh, Sh., Nayeri, A. and Fakharian, K., 2009. Numerical modeling of spread footing on reinforced soil with geogrid. 8th International Congress on Civil Engineering, May 11-13, 2009, Shiraz, Iran. (in Persian)
– Fakharian, K. and Feizee, S.M., 2008. A finite difference continuum numerical model for pile driving analysis, Proc., 8th Int. Conf. on the Application of the Stress-Wave Theory to Piles, Lisbon, Portugal, September 8-10, 2008.
– Fakharian, K., Ahmari, S. and Amiri, A., 2008. 3-D Numerical Investigation of Piles under Monotonic and Cyclic Lateral Loads in Clay. Proc., 18th Int. Offshore and Polar Engrg. Conf., July 6-11, 2008, Vancouver, Canada.
– Fakharian, K. and Vaezian, H., 2007. Applicability of SPT results to bearing capacity determination of piles, 13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, December 10-14, 2007, Kolkata, India.
– Shahbazian, H., Fakharian, K., and Jamshidi Chenari, R., 2007. Numerical investigation of trench geometry and soil property effects on the accuracy of embedded pressure cell measurements, 60th Canadian Geotechnical Conference, October 21-24, Ottawa, Canada, Vol. 2, pp. 1199-1206.
– Fakharian, K. and Iraji, A., 2007. Numerical modeling of suction pile installation in clay with effective stress analysis. Proc., 17th Int. Offshore and Polar Engrg. Conf., July 1-6, 2007, Lisbon, Portugal, 1553-1560.
– Attar, I.H. and Fakharian, K., 2006. Effect of Reinforcement Characteristics on Seismic Response of Geosynthetic-reinforced Soil Bridge Abutments, The 59th Canadian Geotechnical Conference and 7th Joint CGS/IAH-CNC Groundwater Specialty Conference, October 1-4, 2006, Vancouver, British Columbia.
– Fakharian, K. and Attar, I.H., 2006. Static and Seismic Stability of Geosynthetic Reinforced-Soil Segmental Bridge Abutment Constructed on Soft-Soil, Fourth International Conference on Soft Soil Engineering, October 4-6, 2006, Vancouver, B.C., Canada.
– Fakharian, K. and Attar, I.H., 2006. Effect of deck load on seismic stability of segmental bridge abutments, 8th International Conference on Geosynthetics, September 18-22, 2006, Yokohama, Japan, 1519-1522.
– Fakharian, K. and Pournaghiazar, M., 2005. Experimental study of cementation effect on cohesion of Tehran alluvial deposits. Proc., 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering, ICSMGE, September 12-16, 2005, Osaka, Japan.
– Fakharian, K. and Soltanmohammadlou, A., 2005. Some design guidelines for suction pile installation under self-weight and suction in Caspian Sea. Proc., 15th Int. Offshore and Polar Engrg. Conf., June 19-24, 2005, Seoul, Korea, Vol. 2, pp. 366-370.
– Fakharian, K. and Attar, I.H., 2005. Effect of soil model type on seismic response of segmental bridge abutments. Proc., Soil-Structure Interaction Conference, Saint Petersburg, 26-28 May 2005.
– Fakharian, K., Esmaeili, F., and Attar, I.H., 2005. Uncertainties in analysis and design of flood control/sediment retention dams in NW Tehran. Proc., Symposium-Uncertainty Assessment in Dam Engineering, ICOLD 73rd Annual Meeting, Tehran 1-6 May, 2005.
– Fakharian, K. and Taherzadeh, R., 2004. Seismic response and stability analysis of an area method MSW landfill. Proc., 13th World Conference on Earthquake Engineering. August 1-6, 2004, Vancouver, B.C., Canada.
– Fakharian, K. and Rismanchian, A., 2004. A new method for reduction of Trial and error in design of suction piles and its application in Caspian Sea. Proc., 14th Int. Offshore and Polar Engrg. Conf., May 23-28, 2004, Toulon, France, Vol. 2, pp. 545-551.
– Esmailee, F. and Fakharian, K., 2004. Investigation of leachate and lime effect on permeability of clay in Kahrizak of Tehran. 1st National Congress on Civil Engineering, May 11-13, 2004, Tehran, Iran. (in Persian)
– Pournaghiazar, M. and Fakharian, K., 2004. Effect of cementation on cohesion of Tehran alluvials. 1st National Congress on Civil Engineering, May 11-13, 2004, Tehran, Iran. (in Persian)
– Hajaghaee, A., Fakharian, K., and Mostafa Gharehbaghi, A.R., 2004. Application of CPT results to bearing capacity determination of piles and its comparison to driven piles in Persian Gulf oil platforms. 1st National Congress on Civil Engineering, May 11-13, 2004, Tehran, Iran. (in Persian)
– Rismanchian, A. and Fakharian, K., 2004. Introduction of suction piles and their application in offshore structures. 1st National Congress on Civil Engineering, May 11-13, 2004, Tehran, Iran. (in Persian)
– Evgin, E., Fakharian, K. and Mohareb, M., 2003. Numerical analysis of stress states in soil-structure interface tests. Proc., 13th Int. Offshore and Polar Engrg Conf., May 25-30, 2003, Honolulu, USA, Vol. 2, pp. 640-646.
– Fakharian, K., Alemi, R. and Abdi, M., 2003. Investigation of stability of municipal solid waste constructed with Fukouka method in Kahrizak, Tehran. 6th International Congress on Civil Engineering, May 05-07, 2003, Isfahan, Iran. (in Persian)
– Fakharian, K. and Evgin, E., 2002. A comprehensive experimental study of sand-steel interfaces subjected to various monotonic and cyclic stress paths. Proc., 12th Int. Offshore and Polar Engrg Conf., May 26-31, 2002, Kitakyushu, Japan, Vol. 2., pp. 775-784.
– Fakharian, K. and Mojtahedi, M.A., 2002. Behaviour of bridge abutments reinforced with geogrid – I: Parameters affecting internal stability. Proc., 3rd Iranian Int. Conf. on Geotechnical Engineering & Soil Mechanics, 9-11 December, 2002, Tehran, Iran, Vol. II, pp. 290-298. (in Persian)
– Mojtahedi, M.A. and Fakharian, K., 2002. Behaviour of bridge abutments reinforced with geogrid – II: Parameters affecting deformations. Proc., 3rd Iranian Int. Conf. on Geotechnical Engineering & Soil Mechanics, 9-11 December, 2002, Tehran, Iran, Vol. II, pp. 299-307. (in Persian)
– Fakharian, K. and Rismanchian, A., 2002. A review on suction pile technology in offshore engineering. Proc., 5th Int. Conf. on Coasts, Ports, and Marine Structures, Ramsar, Iran.
– Fakharian, K. and Mojtahedi M. A., 2001. Application of geosynthetics in Iran – Review Paper, 1st Iranian Conf. on Ground Improvement, March 5-6, Tehran, Iran. (in Persian)
– Fakharian, K. and Mojtahedi M. A., 2001. Finite difference modeling of the application of Geogrids in bridge abutments, 1st Iranian Conf. on Ground Improvement, March 5-6, Tehran, Iran. (in Persian)
– Fakharian, K. and Abdi M., 2001. The necessity of improving the municipal solid waste landfills in Iran, 1st Iranian Conf. on Ground Improvement, March 5-6, Tehran, Iran. (in Persian)
– Fakharian, K. and Abdi M., 2001. Mechanical properties of contaminated soil of the surrounding embankments of an area landfill in Tehran, 1st Iranian Conf. on Ground Improvement, March 5-6, Tehran, Iran. (in Persian)
– Fakharian, K., 2001. Friction pile-soil Interaction subjected to cyclic axial loads. Proc., 11th Int. Offshore and Polar Engrg Conf., June 17-22, 2001, Stavanger, Norway, Vol. 2.
– Fakharian, K., 2000. A case study on the application of pile driving analyzer (PDA) and CAPWAP analysis to bearing capacity of piles. Proc., 11th Int. Offshore and Polar Engrg Conf., May 28- June 2, 2000, Seattle, USA, Vol. 2, pp.403-409.
– Fakharian, K., Feizi, S., 2000. Application of wave equation analysis (WEAP) for design of driven piles. 4rd Int. Conf. On Coasts, Ports, and Marine Structures (ICOMPAS-2000), November 2000, Bandar Abbas, Iran. (in Persian)
– Fakharian, K., 1999. Cyclic frictional behavior of soil-structure interfaces. 3rd Int. Conf. On Seismology and Earthquake Engrg., May 17-19, Tehran, Iran.
– Fakharian, K., 1998. Degradation of shaft resistance for cyclically loaded piles in offshore environments. 3rd Int. Conf. On Coasts, Ports, and Marine Structures (ICOMPAS-98), Dec. 20-22, Tehran, Iran.
– Fakharian, K., Agharazi, F., and Salem, H., 1998. Application of Pile Driving Analyzer (PDA) and CAPWAP Analysis to Bearing Capacity of Piles. 3rd Int. Conf. On Coasts, Ports, and Marine Structures (ICOMPAS-98), Dec. 20-22, Tehran, Iran.
– Fakharian, K. and Evgin, E., 1998. Stress-controlled interface tests. Proc., 8th Int. Offshore and Polar Engrg Conf., May 24-29, 1998, Monreal, Canada, Vol. 1, pp. 571-577.
– Evgin, E. and Fakharian, K., 1997. Cyclic degradation of shaft resistance for piles embedded in silica sand. Proceedings, 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Germany, September 6-12, 1997.
– Fakharian, K. and Evgin, E., 1995. Three-dimensional constant normal stiffness tests on sand-steel interface. Proceedings, 48th Annual Canadian Geotechnical Conference, Vancouver, Canada, Vol. 2, pp. 721-728.
– Fakharian, K. and Evgin, E., 1995. Simple shear versus direct shear tests on interfaces during cyclic loading.  Proc., 3rd Int. Conf. on Recent Advances in Geot. Earth. Eng. & Soil Dyn., April 2-7, 1995,  St. Louis, Missouri, USA, Vol. 1, pp. 13-16.
– Evgin, E. and Fakharian K., 1995. Three-dimensional cyclic behaviour of interfaces. Proc., 3rd Int. Conf. on Recent Advances in Geot. Earth. Eng. & Soil Dyn., April 2-7, 1995, St. Louis, Missouri, USA., Vol. 1, pp. 9-12.
– Fakharian, K. and Evgin, E., 1993. A three-dimensional apparatus for cyclic testing of interfaces. Proceedings, 46th Annual Canadian Geotechnical Conference, Saskatoon, Canada, September 27-29, 1993, pp. 485-493.