English (United Kingdom)

  1. Kaviani-Hamedani, F., Fakharian, K. & Lashkari, A., 2021. “Bidirectional shear wave velocity measurements to track fabric anisotropy evolution of a crushed silica sand during shearing”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE (under review)
  2. Fakharian, K. and Pilban, A., 2021. “Pullout tests on diagonally enhanced Geocells embedded in sand to improve load-deformation response subjected to significant planar tensile loads”, Geotextile and Geomembranes (under review)
  3. Fakharian, K. and Ahmad, A., 2021. “Effect of anisotropic consolidation and rubber content on dynamic parameters of granulated rubber-sand mixtures”, Soil Dynamics and Earthquake Engineering.
  4. Akbarimehr, D. and Fakharian, K., 2021. “Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus”, Soil Dynamics and Earthquake Engineering, 140, https://doi.org/10.1016/j.soildyn.2020.106435
  5. Fakharian, K. and Vafaei, N., 2021. “Effect of density on skin friction response of piles embedded in sand by simple shear interface tests”, Canadian Geotechnical Journal, https://doi.org/10.1139/cgj-2019-0243
  6. Fakharian, K. & Kaviani-Hamedani, F., 2020. Influence of Initial Anisotropy, Stress Path and Principal Stress Rotation on Monotonic Behavior of Clean and Mixed Sands. Key Engineering Materials, Vol. 857, pp. 417-430, Trans Tech Publications Ltd.
  7. Ahmad, A. and Fakharian, K., 2020, “Effect of Stress Rotation and Intermediate Stress Ratio on Monotonic Behavior of Granulated Rubber-Sand Mixtures”, Journal of Materials in Civil Engineering, ASCE, 32, No. 4, pp. 1-11, https://doi.org/10.1061/(ASCE)MT.1943-5533.0003054
  8. Vafaei, N., Fakharian K. & Sadrekarimi, A., 2019, “An Experimental Study on Effect of Boundary Condition on Particle Damage in Shear Zone of Crushed Sand”, Journal of Geophysical Research: Solid Earth, Vol. 124, No. 9, pp. 9546-9561, https://doi.org/10.1029/2018JB017153
  9. Asghari Pari, S.A., Habibagahi, G. Ghahramani, A. & Fakharian, K., 2019. “Improve the design process of pile foundations using construction control techniques”, International Journal of Geotechnical Engineering
  10. Asghari Pari, S.A., Habibagahi, G. Ghahramani, A. & Fakharian, K., 2019. “Reliability-Based Calibration of Resistance Factors in LRFD Method for Driven Pile Foundations on Inshore Regions of Iran”, Journal of Civil Engineering, Vol. 17, No. 12, pp. 1859–1870, https://doi.org/10.1007/s40999-019-00443-0
  11. Khanmohammadi M. and Fakharian K., 2019, “Numerical modelling of pile installation and setup effects on pile shaft capacity”, International Journal of Geotechnical Engineering, Vol. 13, No. 5, pp. 484-498. https://doi.org/10.1080/19386362.2017.1368185
  12. Fakharian K., Eghbali A., Heidari Golafzani S. & Khanmohammadi M., 2018, “Specimen Preparation Methods for Artificially Cemented Sand in Simple Shear and Hollow Cylinder Apparatuses”, Scientia Iranica. Transaction A, Civil Engineering, Vol. 25, No.1, pp. 22-32, http://dx.doi.org/10.24200/sci.2017.4177
  13. 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, Transaction B: Geotechnical Engineering, Vol. 16, No. 4, pp. 409-419, https://doi.org/10.1007/s40999-016-0141-z
  14. Khanmohammadi M. and Fakharian K., 2018, “Evaluation of Performance of Piled-Raft Foundations on Soft Clay: A Case Study”, Geomechanics and Engineering, Vol. 14, No. 1, pp. 43-50. https://doi.org/10.12989/gae.2018.14.1.000
  15. Fakharian, K. and Hosseinzadeh Attar, I., 2017, “Dynamic and static tests to manage the challenges of pile penetration depth of a utility plant near Persian Gulf, Case Study”, Iranian Geotechnical Journal, Vol. 1, No. 1, pp. 53-59.
  16. Lashkari, A., Karimi, A., Fakharian, K. and Kaviani-Hamedani, F., 2017, “Prediction of Undrained Behavior of Isotropically and Anisotropically Consolidated Firoozkuh Sand: Instability and Flow Liquefaction”, International Journal of Geomechanics, ASCE, Vol. 17, No. 10. https://doi.1061/(ASCE)GM.1943-5622.0000958   
  17. Borhani, A. and Fakharian, K., 2016. Effect of Particle Shape on Dilative Behavior and Stress Path Characteristics of Chamkhaleh Sand in Undrained Triaxial Tests. International Journal of Civil Engineering, DOI 10.1007/s40999-016-0048-8, Transaction B: Geotechnical Engineering.
  18. Sheikhy Narany, T., Ramli, M.F., Fakharian, K. and Aris, A.Z, 2016. A GIS-index integration approach to groundwater suitability zoning for irrigation purposes, Arabian Journal of Geosciences, Vol. 9, No. 7.
  19. Fakharian, K. and Sheikhy Narany, T., 2016. Multidisciplinary approach to evaluate groundwater salinity in Saveh Plain, Iran, Environmental Earth Sciences, Vol. 75, No. 7.
  20. Fakharian, K. and Mehdizadeh, A.H., 2015. Investigation of field instrumentation in a preloading project, Geotechnical Engineering, ICE, DOI: 10.1680, Vol. 168, N0. 1, pp. 87-98.
  21. Sheikhy Narany, T., Ramli, M.F., Fakharian, K., Aris, A.Z., and Sulaiman, W.N.A., 2015. Multi-Objective Based Approach for Groundwater Quality Monitoring Network Optimization, Water Resources Management, Vol. 29, No. 14.
  22. Sheikhy Narany, T., Ramli, M.F., Aris, A.Z., Sulaiman, W.N.A. and Fakharian, K., 2015. Groundwater irrigation quality mapping using geostatistical techniques in Amol–Babol Plain, Iran, Arabian Journal of Geosciences, Vol. 8, No. 2, pp. 961-976.
  23. Fakharian, K., Meskar, M. and Mohammadlou, A.S., 2014. Effect of surcharge pressure on pile static axial load test results, International Journal of Geomechanics, ASCE, DOI:10.1061, Vol. 14, No. 6. pp. 40241-40249.
  24. Sheikhy Narany, T., Ramli, M.F., Aris, A.Z., Sulaiman, W.N.A. and Fakharian, K. 2014. Spatiotemporal variation of groundwater quality using integrated multivariate statistical and geostatistical approaches in Amol–Babol Plain, Iran, Environmental Monitoring and Assessment, Vol. 186, No. 9, pp. 5797-5815.
  25. Fakharian, K., Feizee S.M. and Mohammadlou, A.S., 2014. Comparison of end-of-drive and restrike signal matching analysis for a real case using continuum numerical modelling, Soils and Foundations, Japanese's Journal of Soil Mechanics and Foundation Engineering, Vol. 54, No. 2, pp. 155-167.
  26. Sheikhy Narany, T., Ramli, M.F., Aris, A.Z., Sulaiman, W.N.A., Juahir, H. and Fakharian, K. 2014. Identification of the hydrogeochemical processes in groundwater using classic integrated geochemical methods and geostatistical techniques, in amol-babol plain, iran, The Scientific World Journal, 2014:419058, pp. 1-15.
  27. Eghbali, A. and Fakharian, K., 2014. Effect of Principal Stress Rotation in Cement-Treated Sands Using Triaxial and Simple Shear Tests. International Journal of Civil Engineering, Vol. 12, No. 1, Transaction B: Geotechnical Engineering.
  28. Hosseinzadeh Attar, I. and Fakharian, K., 2013. Influence of soil setup on shaft resistance variations of driven piles: case study. International Journal of Civil Engineering, Vol. 11, No. 2, Transaction B: Geotechnical Engineering, pp. 112-121.
  29. Sheikhy Narany, T., Ramli, M.F., Aris, A.Z., Sulaiman, W.N.A. and Fakharian, K. 2013. Spatial Assessment of Groundwater Quality Monitoring Wells Using Indicator Kriging and Risk Mapping, Amol-Babol Plain, Iran, Water, Vol. 6, No. 1, pp. 68-85.
  30. 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.
  31. 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.
  32. 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.
  33. 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, 35, 406-418.
  34. 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.
  35. Fakharian, and Evgin, E., 2000. Elasto-plastic modelling of stress-path dependent behavior of interfaces. International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 24, 183-199.
  36. 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.
  37. 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.
  38. Evgin, E. and Fakharian, K., 1996. Effect of stress paths on the behaviour of sand-steel interfaces. Canadian Geotechnical Journal, 33(6), 853-865.
  39. 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.
  40. فخاريان، کاظم و تسلطی، سيدمحمدعلي (1395). مدل­سازي عددي اثر عمق نفوذ زهکش­هاي قائم بر فرآيند تحکيم مطالعه موردي: پيش­بارگذاري واحدهاي زلال­ساز سربندر - اميرکبير، مجله علمي-پژوهشي مهندسي عمران و محيط زيست - سال 48، شماره 2 – ص43-46.
  41. فخاريان، کاظم، حیدری گلفزانی، سارا و اقبالی، امیرحسین (1392). اثر افزودن سیمان برناهمساني مقاومتي ماسه در بارگذاري‌هاي فشاري و کششي (کاهش فشار محوری) – مجله مهندسی عمران شریف. دوره2-29، شماره 4، ص 117-125.
  42. فخاريان، کاظم و صادقی، مهرداد (1392). مطالعه عددی اثر اندازه‌ي پي گسترده‌ي دايره‌اي در متوسط ضريب عکس‌العمل بستر خاک‌هاي سيمانته شده‌ي تهران – مجله مهندسی عمران شریف. دوره 2-29، شماره 3، ص 31-37.
  43. فخاريان، کاظم و خانمحمدی هزاوه، محمدرضا (1392). ارزيابی تاثير مشخصات هندسي پی راديه-شمع بر رفتار آن در خاک رس نرم تحت شرايط زهکشی­شده – مجله مهندسی عمران شریف. دوره 2-29، شماره 2، ص 71-76.
  44. نيري، آرش و فخاريان، کاظم (1388). طراحي و ساخت دستگاه آزمايش بيرون­كشش سيكلي - اميرکبير، مجله علمي-پژوهشي مهندسي عمران و محيط زيست - سال 41، شماره 2 - ص137-146.
  45. فخاريان، کاظم و قدرتيان، سيد حسام­الدين (1388). بررسي تغيير شكل­پذيري ديوار خاک مسلح به ارتفاع 17 متر در شرايط لرزه­اي - اميرکبير، مجله علمي-پژوهشي مهندسي عمران و محيط زيست - سال 41، شماره 1 - ص23-33.
  46. فخاريان، کاظم، و عالمي، رسول (1383). بررسي عددي تاثير شيرابه بر پايداري محل دفن مواد زائد جامد شهري به روش فوکوکا (Fukuoka) در کهريزک تهران- نشرية علمي و فناوري اميرکبير، عمران-سال پانزدهم- شماره ج-59 -ص1-18.
  47. مؤمني رق­آبادي، مهدي، فاضلي، عبدالحسين، و فخاريان، کاظم (1381). بررسي مقدماتي پتانسيل وقوع روانگرائي در شهر کرمان. پژوهشنامه زلزله­شناسي و مهندسي زلزله - سال پنجم، شماره سوم- پائيز 1381.

 

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