Prof. S. Mohsen Haeri

 

Professor of Civil Engineering

Director, Geotechnical Engineering Studies and Research Center (GESRC)

Civil Engineering Department

Sharif University of Technology

Tehran, Iran

Tel : +98 (21) 6616-4230

Fax :+98 (21) 6601-4828

Email : smhaeri@sharif.edu

 

 

Professional Background

• Professor2002-PresentCivil Eng. Dept.  Sharif University of  Technology (SUT)
• Associate Prof.1996-2002 Civil Eng. Dept.  Sharif University of  Technology (SUT)
• Assistant Prof.1992-1996Civil Eng. Dept., Sharif University of  Technology (SUT)
• Assistant Prof. 1991-1992Civil Eng. Dept. Amir Kabir University
• Assistant Prof. 1988-1991Civil Eng. Dept, K.N. Toossi University
• Educational Leave 1985-1988
• Lecturer1981-1985Civil Eng. Dept. K.N. Toosi University
• Invited Lecturer 1980   Faculty of Engineering, University of Tehran

 

Educational Background

• PhD1988Soil Mechanics and Engineering Seismology on “The response of earth and rockfill dams to strong earthquakes”, Imperial College, London, U.K.
• Diploma1984International Intensive Course on Water Resources Engineering, UN Supported Course held at Belgrade
• MSc1979Geotechnical Engineering , University of Illinois at Urbana Champaign , USA
• MSc.1977Civil Engineering , Technical Faculty, University of Tehran

 

Academic Positions

 

• Head, Geotechnical Engineering Section, 2020- Now, Civil Engineering Department, Sharif University of Technology (SUT)
• Director, Civil Engineering Department Laboratories 2018- Now, Sharif University of Technology (SUT)
• Chairman, Civil Engineering Department, 2011- 2013, Sharif University of Technology.
• Director, Geotechnical Engineering Studies and Research Center,   2004- Now,Sharif University of  Technology (SUT)
• Director, Earthquake Engineering Research Center,1997-2003, Sharif University of  Technology (SUT)
• Head, Geotechnical Engineering Section, 1996-2002, Civil Engineering Department, Sharif University of  Technology (SUT)
• Chairman, 1988-1990, Civil Engineering Department, K.N. Toossi  University
• Chairman, 1981-1984, Civil Engineering Department, K.N. Toossi  University

 

Establishments:

      Earthquake Simulation Laboratory:

A 4m*4m, 3DOFS, Shaking Table for Earthquake Simulation and other Dynamic Physical Modeling and Testing.

 

The Complete job (1997-2002) includes:

• Funding, Design, Construction, Erection, Installation, Test and Calibration for Full Operation with Minimum Cost and Maximum Capability according to constrains and availabilities.
• In addition, the job included contract preparation, endorsement, control during construction or erection, final approval and payment to at least 10 different contractors.

 

      Advanced Soil Mechanics Laboratory

An advanced soil mechanics laboratory is established mainly for graduate students and for static and dynamic testing on saturated and unsaturated soils and soft rocks. Also a constant temperature and humidity chamber is made to do especially unsaturated soil tests in this chamber.

Many of the apparatuses present in the lab are built or modified by us to accommodate our needs. The main apparatuses that are active in our laboratory are as follows:

• Medium size Static Triaxial
• Cyclic Triaxial
• Static and Cyclic Simple Shear
• Static and Dynamic Hollow Cylinder
• Unsaturated Oedometers
• Unsaturated Triaxial Devices
• Bender Element

All above apparatuses have the capability for unsaturated soil testing as well.

 

Scientific and Technical Committee Membership

• National Committee on Large Dams.
• National Committee on Seismic Design of Buildings and Structures.
• Technical Committee for Iranian National Building Code.
• Iranian Society of Civil Engineers.
• Iranian Society of Soil Mechanics and Geotechnical Engineers.
• Technical Review Committee on Seismic Code for Buildings and Structures.

 

Teaching

• Undergraduate Courses:
  • Soil Mechanics
  • Foundation Engineering
  • Design of Small Dams
  • Dam Engineering
• Graduate Courses:
  • Advanced Soil Mechanics I, II
  • Earth and Rockfill Dams and Related Problems
  • Rock Mechanics
  • Tunneling
  • Soil Dynamics
  • Principles of Earthquake Geotechnical Engineering
  • Fundamentals of Soil Behavior

 

Consulting Experience

• Leading Panel of Experts And Technical Review Consultant For Karun IV Dam And Hydro Electric Power Plant Design (230m High Arch Dam, 1000 MW Power House)
• Member of Panel of Expert For Rudbar Lorestan Dam And Hydro Electric Power Plant, (176m High Earth Dam).
• Member of Panel of Expert For Bakhtiari Dam And Hydro Electric Power Plant, (315m High Arch Dam, The Highest In The World)
• Member of Panel of Experts For Sulekan Dam And Water Tunnel (85m High Dam And 56 Km Tunnel In Very Difficult Karstic Ground Condition)
• Member of Panel of Experts on Water Tightening Of Lar Dam.
• Design, Design control, Engineering Management, Advisory supervision of a Large number of Deep Excavations in Urban Areas (as deep as 48 m)
• Design Control of:

• Karun IV Dam Hydro Electric Power Plant (230m High Arch Dam 1000 MW HEPP), Geotechnical Aspects
• Azadi Stadium (100000 Seat) Foundation Repair
• Queshm-Bandar Abbas Bridge, Cross Hormoz Straight In Oman Sea And Persian Gulf, Foundation Design
• Kuhrange 3rd, Dam Design (45m High Earth Dam In Very Difficult Foundation)
• Kuhrang 3rd, Tunnel Design (23 Km Tunnel In Extremely Difficult Karstic Ground Condition)
• Shahr Chai Rockfill Dam, 83m High
• Contribution In Design Of A Number Of Earth And Rockfill Dams Including:
• Pasha Kola Dam                            110 m High
• Mah Nesa Earthdam                       42 m High
• Neka Rockfill Dam                         102 m High
• 15 Khordar Earthdam                     54 m High
• Silveh Earthdam                            84 m High
• Kordshami Earth Dam                    35 m High

• Design, design control, supervision and advisor of a number of very special deep excavations down to 46 m, some below water table,  one adjacent to three sides of  a 22 stories high rise building in urban areas for Trade Complex and high rise buildings including Baran, Maryam, Narges, Tuba, Yas Bagh e Asseman and Yas Hengam projects and so on.
• Contribution In Design of A Number of Small Earth Dams About 15 m High.
• Geotechnical and Structural Design of Taleghan-Karaj Water Tunnel.
• Advisor to West Azarbaijan Water Authority for Their Dam Projects.
• Advisor to West Regional Water Authority for Gavoshan Project (50m High Earth Dam, 22km Tunnel)
• Advisor to Building & Housing Research Center
• Member of Board of Directors of Natural Disaster Prevention Center of Iran.
• Foundation Design, Consulting on More Than 200 Projects, Shallow or Deep Foundations.
• International Technical Assistant for Islamic Development Bank, Based In Jeddah, Saudi Arabia.

Research Interests

• Earthquake Geotechnical Engineering (Liquefaction, Landslide and Local Site Effects, Microzonation, Lab Testing, Physical and Numerical Modeling, Field Tests and Evaluation)
• Static and Dynamic Behavior and Characterization of Earth and Rockfill Dams including CFRD
• Soil Characterization including Collapsible and Unsaturated Soils, and Cemented Gravelly Sands
• Implementation of Neural Network and Neuro-Fuzzy in Geotechnical Engineering Problems.
• Deep Excavations and related Retaining Structures.

Research Projects & Activities

• 1991-1994Contribution in UNDP-Housing Foundation of I.R. Iran, Joint Research Program, Being As the National Technical Research Team Leader for Geotechnical Hazard Assessments. Also Being Responsible For Research Projects As Below:
  • Research on Large Landslides Induced By Manjil Earthquake of June 20 1990.
  • Research on Rudbar (Galdian) Landslide
  • Research on Liquefaction Induced By Manjil Earthquake of June 20 1990
  • Liquefaction Microzonation of Gilan Plane And The Town of Astaneh
  • Research on Amplification Problem In The City of Rasht And Seismic Microzonation of The City
  • Research on Landslide Microzonation Methodologies Applicable to North Iran.
• 1994-1995 Seismic Microzonation of the City of Tabriz Using Microtremors Measurements.
• 1994-1995   Seismic Microzonation of the City of Tabriz Using Geotechnical Properties of the Deposit.
• 1994-1995Landslide Microzonation of Mazandaran Province
• 1992-PresentExperimental and theoretical research on liquefaction of silty sands
• 1995-2004Filter design criteria for embankment dams with cores of broadly graded material.
• 1998-2002Liquefaction Microzonation of south West Tehran.
• 1996-2000Experimental Studies on the Geotextile Reinforcement of sands
• 1996-1998Implementation of Neural Network for prediction of Liquefaction
• 1997-1999Implementation of Neural Network for prediction of stress-strain behavior of clayey soils.
• 1997-2012Static and Dynamic Behavior of Concrete Face Rockfill Dams (CFRD)
• 1995-2006Behavior of Asphaltic concrete Cores for Embankment Dams (Experimental and Theoretical Studies)
• 2000-PresentExperimental Studies on the Cemented Gravely Soils
• 2001-PresentImplementation of Neuro-Fuzzy for Prediction of Liquefaction Induced Lateral Spreading.
• 2003-PresentExperimental studies on Liquefaction characteristics of sands using Dynamic Triaxial, Dynamic Simple Shear, Dynamic Hollow Cylinder, and Bender Element Apparatus.
• 2003-20102D and 3D Behavior of Rockfill Dams subjected to Sliding Abutments.
• 2003-2014Study on the Behavior of Rockfill Dams during First Impounding.
• 2003-2007Study on the Gypsum and Salt Karstification and Remedial Measures for Karstic Foundation of Dams.
• 2007-Present   Numerical Modeling of the Effect of Liquefaction Induced Lateral Spreading on Piles.
• 2007-Present   Physical Modeling of the Effect of Liquefaction Induced Lateral Spreading on Piles using Large Scale Shake Table Tests.
• 2008-Present   Study on the Unsaturated and Saturated behavior of Collapsible Soils.
• 2012-Present  Shallow Foundation Rocking Modeling Due to Earthquakes
• 2011-2014  General Guideline For Selecting A Suitable Method For Slope Earth Slope Stabilization

Publications:

(P) = in Persian

Books:

• Haeri, S.M. (1984), “Fundamentals of Earth Dam Design”, Tehran, Iran (P)
• Haeri, S.M. (1994), “Earthquake Induced Landslides with Emphasis on Large Landslides Induced by Manjil Earthquake”, Tehran, Iran (P)
• Haeri, S.M. (1995), “Landslides in Seismic Zones with Emphasis on Giash and Yeilagh Barehsar Landslides”, Tehran, Iran (P)
• Haeri, S.M. (1996), “Analysis of Galdian Landslide Induced by Manjil Earthquake”, Tehran, Iran (P)
• Haeri, S.M. (1997), “Seismic Microzonation of  Urban Areas”, Tehran,.Iran (P)
• Haeri, S.M. Hajialilu, M. (2006), "Seismic Microzonation of Metropolitan Areas", Tehran, Iran (P)
• Haeri, S.M. (2007) "Earthquake Geotechnical Hazards" Chapter 2 pp 23-156 of Complementary Book for "Earthquake Design Regulation of Buildings - Standard 2800", 3^rd Edition, Edited By M. Tehranizadeh, BHRC. Tehran, Iran (P)
• Haeri, S.M., Honarbakhsh,T., Jafarzade,R., Namayandeh, A. (2010) "Auxiliary Services" Chapter 9, pp765-825 in "Experiences and Lessons Learned on Seismic Rehabilitations" Edited by IREMCO., Elm va Adab publisher, Tehran, Iran (P)

 

 

 

Refereed Journal Papers:

• Haeri, S. Mohsen; and Nikoonejad; Khashayar (2023) “Liquefaction Behavior of a Well-Graded Gravelly Soil under Initial Static Shear Stress in Cyclic Triaxial and Simple Shear Conditions” Int. J. Geomech., 2023, 23(6): 04023053
• S. Mohsen Haeri, Morteza Rajabigol, Saman Salaripour, Hiwa Sayaf, Milad Zangeneh (2023) “Effects of non-liquefiable crust layer and superstructure mass on the response of 2x2 pile groups to liquefaction-induced lateral spreading” Journal of Rock Mechanics and Geotechnical Engineering, https://doi.org/10.1016/j.jrmge.2023.02.006
• Haeri, S. Mohsen; Rajabigol, Morteza; Salaripour, Saman; Kavand, Ali, Sayyaf, Hiwa; Afzalsoltani, Sina; Asefzadeh, Arian (2023) “Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading” Bulletin of Earthquake Engineering, https://doi.org/10.1007/s10518-023-01648-4
• Haeri, S. Mohsen; Sabouri, Marjan; Rajabigol Morteza; Kavand Ali (2023), International Journal of Civil Engineering, https://doi.org/10.1007/s40999-023-00805-9
• Kamali Zarch, M.; Zhang, L.M.; Haeri, S.M.; Xu, Z.D. (2023), “Rheological behaviour of dilute soil-water mixtures: role of interactions from colloidal and non-colloidal particles” Canadian Geotechnical Journal, Volume 60, Number 2
• Kamali Zarch, M.; Zhang, L.M.; Haeri, S.M.; Xu, Z.D. and Zeng, Z.X “Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures”, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 148 (7): 04022053. Doi:10.1061/(ASCE)GT.1943-5606.0002837.
• Kavand, A, Haeri, SM, Raisianzadeh, J, Afzal Soltani, S., (2021) “Effectiveness of a vertical micropile system for mitigation of liquefaction induced lateral spreading effects on pile foundations: 1g large scale shake table tests”, Scientia Iranica, Accepted for Publication. DOI: 10.24200/sci.2021.56729.4876
• Haeri, S. M. Garakani, A. A. Kamali Zarch, M. (2021), “Unsaturated 3D Column Method (U3DCM): A New Method for Evaluation of Stability of Unsaturated Slopes Subjected to Steady- State Infiltration and Evaporation”, Int. J. Geomechanics 21(10): 04021177
• • Kavand, A, Haeri, SM, Raisianzadeh, J, Sadeghi Meibodi, A, Afzal Soltani, S., (2021), “ Seismic behavior of a dolphin-type berth subjected to liquefaction induced lateral spreading: 1g large scale shake table testing and numerical simulations”, Soil Dynamics and Earthquake Engineering, https://doi.org/10.1016/j.soildyn.2020.106450
• Haeri, S. M. and Valishzadeh, A., (2021), Evaluation of Using Different Nanomaterials to Stabilize the Collapsible Loessial Soil”, International Journal of Civil Engineering, 19:583-594, Springer, DOI 10.1007/s40999-020-00583-8
• Haeri, SM, Shahcherghi, SA, Sadeghi, A. (2019), “A new method for eliminating membrane compliance in cyclic triaxial tests on gravelly soils” Scientia Iranica, Transactions A: Civil Engineering, 26(6), 3181-3195
• Hosseini, A, Haeri S.M, Mahvelati S, Fathi A. (2019), “Feasibility of Using Electrokinetics and Nanomaterials to Stabilize and Improve Collapsible Soils” Journal of Rock Mechanics and Geotechnical Engineering 11, 1055-1065
• Fathi, A, Haeri, SM, Mazari, M, Hosseini, A, Kumar, S, Zhu C. (2019) “Estimation of Rocking Capacity of Soil‑Structure Systems Using a Hybrid Inverse Solver” SN Applied Science, 1:703, Springer Nature Journal, https://doi.org/10.1007/s42452-019-0724-9
• Haeri, SM; Garakani AA; Roohparvar HR; Desai, CS; Seyed Ghafouri, SMH; and Salemi Kouchesfahani; K. (2019) “Testing and Constitutive Modeling of Lime-Stabilized Collapsible Loess. I: Experimental Investigations”, International Journal of Geomechanics, 19(4)
• Garakani AA; Haeri, SM; Desai, CS; Seyed Ghafouri, SMH; Sadollahzadeh, B; Hashemi Senejani, H, (2019) “Testing and Constitutive Modeling of Lime-Stabilized Collapsible Loess. II: Modeling and Validations”, International Journal of Geomechanics, 19(4)
• Garakani, AA, Haeri, SM, Cherati, DY, Givi, FA, Kabiri Tadi, M, Hashemi, AH, Chiti, N, Qahremani, F. (2018) “Effect of road salts on the hydro-mechanical behavior of unsaturated collapsible soils”, Transportation Geotechnics 17, September, 77-90, DOI: 10.1016/j.trgeo.2018.09.005
• M. Shakeri, S. Haeri, M. Shahrabi, A. Khosravi, and A. Sajadi, "An Experimental Study on Mechanical Behavior of a Calcite Cemented Gravelly Sand, Geotechnical Testing Journal 41, no. 3 (2018): 494-507. https://doi.org/10.1520/GTJ20170095
• Rashidi, M. and Haeri, S.M. (2017) “Evaluation of the Behavior of Earth and Rockfill Dams during Construction and First Impounding Using Instrumentation Data and Numerical Modeling”, Journal of Rock Mechanics and Geotechnical Engineering, DOI: 10.1016/j.jrmge.2016.12.003.
• Khosravi, A., Mousavi, S., Serej, A.D. and Haeri, S.M. (2016) “Effect of hydraulic hysteresis and degree of saturation of infill materials on the behavior of an infilled rock fracture”, International Journal of Rock Mechanics and Mining Sciences, DOI: 10.1016/j.ijrmms.2016.07.001.
• Haeri, S.M., Garakani, A.A., Khosravi, A. and Ghazizadeh, S. (2016) “Effect of Soil Structure and Disturbance on Hydromechanical Behavior of Collapsible Loessial Soils”, International Journal of Geomechanics, DOI: 10.1061/(ASCE)GM.1943-5622.0000656.
• Haeri, S. M. (2016) “The Role of Geotechnical Engineering in Sustainable and Resilient Cities”, Scientia Iranica, VOL. 23, NO. 4, PP 1658-1674.
• Garakani, A. A., Haeri, S. M., Khosravi, A. and Habibagahi, G. (2015): "Hydro-mechanical behavior of undisturbed loessial soil under different stress state conditions", Engineering Geology, DOI information: 10.1016/j.enggeo.2015.05.026,.
• Haeri  S. M.  Garakani A. A.  Khosravi  A. and Meehan C.L. (2014) “Assessing The Hydro-Mechanical Behavior Of Collapsible Soils Using A Modified Triaxial Test Device” ASTM Geotechnical Testing Journal. VOL. 37, NO. 2,MARCH, DOI: 10.1520/GTJ20130034
• Kavand A., Haeri, S. M., Asefzadeh A., Rahmani I., Ghalandarzadeh A. and Bakhshi A. (2014) "Study of the Behavior of Pile Groups During Lateral Spreading in Medium Dense Sands by Large Scale Shake Table Test", International Journal of Civil Engineering, Vol. 12, No. 3 (Transaction B: Geotechnical Engineering, July), PP 186-203
• Keyhani  R. and Haeri S.M.(2013) “Evaluation of the Effect of Anisotropic Consolidation and Principle Stress Rotation on Undrained Behavior of Silty Sands" Scientia Iranica, Vol. 20, No. 6, Transaction A: Civil Engineering, PP 1637-1653
• Haeri  S. M.,  Kavand A,  Rahmani I.,  Torabi H. (2012) “Response of a group of piles to liquefaction-induced lateral spreading by large scale shake table testing” Soil Dynamics and Earthquake Engineering  Volume 38  pp 25–45 (HOT PAPER,  Being among top 25 most downloaded articles)
• Sasar M. and Haeri S.M.(2012) “Improving final settlement predictions of the observational method” Geotechnical Engineering  Volume 165  Issue GE1  pages 1-9

• Seiphoori A.  Haeri S. M. and Karimi M. (2011) "Three-dimensional nonlinear seismic analysis of concrete faced rockfill dams subjected to scattered P  SV  and SH waves considering the dam–foundation interaction effects"  SDEE Vol. 31 (5-6)  PP. 792-804
• Haeri  S.M. and Shakeri  M.R. (2010) "Effect of Membrane Compliance on Pore Water Pressure Generation in Geravelly Sands under Cyclic Loading"  ASTM Geotechnical Testing Journal  Vol. 33  No.5  pp 375-384.
• Haeri  S.M. and Hamidi A. (2009) "Constitutive Modeling of Cemented Gravelly Sands" Geomechanics and Geoengineering – An International Journal  Vol. 4. No.2. pp. 125-141.
• Sharafi  H.  Baziar  M.H. and Haeri  S.M. (2009) "Seismic Microzonation of Urban Area using Microtremor Measurement" Electronic Journal of Geotechnical Engineering (EJGE)  Vol. 14  Burdle F  pp. 1-10.
• Hamidi  A. and Haeri  S.M. (2008) "Stiffness and Deformation Characteristics of a Cemented Gravely Sand"  International Journal of Civil Engineering  Vol. 6  No.3  pp 159-173.
• Haeri  S.M.  Hamidi  A.  Hosseini  S.M.  Asghari  E. and Toll  D.G. (2006)  "Effect of Cement Type on the Mechanical Behavior of Gravely Sands" International Journal of Geotechnical and Geological Engineering  Springer  Vol. 24  No.2  pp 335-360.
• Hamidi  A.  and Haeri  S.M.(2005)  "Critical State Concepts for a Cemented Gravely Sand" Electronic Journal of Geotechnical Engineering  Vol. 10E  Pages 1-13.
• Haeri  S.M.  Hamidi  A. and Tabatabaee  N. (2005)  "The Effect of Gypsum Cementation on the Mechanical Behavior of Gravely Sands" ASTM Geotechnical Testing Journal  Vol. 28. No.4. pp. 380-390.
• Haeri  S.M.  Hosseini  S.M. and Toll  D.G.  (2005) "The Behavior of an Artificially Cemented Sandy Gravel"  International Journal of Geotechnical & Geological Engineering  Springer  Vol 23  pp 537-560.
• Hosseini  S.M.  Haeri  S.M.  and Toll  D.G. (2005) "The Behavior of Gravely Sands using Critical State Concepts" Scientia Iranica  International Journal of Science and Technology  Tehran  Iran  Vol 12  No.2  pp 167-177.
• Haeri  S.M.  and Esfehani  M. (2004)  "Effect of Reservior Elevation on the Response of CFRD to Earthquakes"  Sharif Journal of Science and Technology  SUT  Tehran  Iran  Vol 20  No.27 pp 3-9 (p)
• Khoei  A.R.  Aazami  A.R. Haeri  S.M.(2004) "Implementation of Plasticity Based Models in Dynamic Analysis of Earth and Rockfill Dams" Computers & Geotechnics  31  pp 385-410.
• Haeri  S.M.  & Karimi  M. (2004) "3D Dynamic Analysis of Concrete Faced rockfill Dams  with Spatial Variable Ground Motion" International Journal of Dam Engineering  Vol .XIV  Issue 4  pp 255-291.
• Haeri  S.M.  Yasrobi  S.S.  Orumiehi  & Asghari  E. (2004) "Effect of Cementation on the Shear Strength of Granular Deposit of North Tehran" Amir Kabir Journal of Science and Technology  Vol 15  No. 59-c  pp 43-57 (p).
• Asghari  E.  Toll  D.G.  Haeri  S.M. (2004) "Effect of Cementation on the Shear Strength of Tehran Gravely Sand Using Triaxial Tests"  Journal of Sciences  Islamic Republic of Iran   pp 65-71.
• Haeri  S.M.  and Hamidi  A. (2004) "Steady State and Liquefaction Characteristics of Gravely Sands" International Journal of Geotechnical & Geological Engineering  Springer Publisher  Germany  Vol 23  pp 141-156.
• Hamidi  A.  Harei  S.M.  Shirazi  A.  Nowrous Oliaie  M. & Bakhshi  A.  (2004)  "Risk Analysis for the Evaluation of Liquefaction Potential in South West Tehran  Amir Kabir journal of Science & Technology  Vol 14. No 58-d  pp-534 (p).
• Haeri  S.M.  Yasrebi  S.S  Oroumiehee  M.A. and Asgari  E. (2003)  "Engineering Geological Aspects of Cemented Alluvium of Tehran "  Scientific Quarterty Journal of Geoseiences  Bulletin of Geological Survey of Iran   Vol.11  No.47  pp 2-15 (p).
• Asghari  E.  Toll  D.G.  Haeri  S.M. (2003)  "Triaxial Behavior of Cemented Gravely Sand  Tehran Alluvium"  International Journal of Geotechnical and Geological Engineering  Vo.21  No.1  pp 1-29  Kluwer Academic Publisher  Netherland.
• Haeri  S.M. & Esfahani  M. (2003)  "Static Analysis of Concrete Faced Rockfill Dam using Elasto-Plastic Material Behavior" Sharif Journal of Science and Technology. Vol. 19  No. 23  pp 71-76.
• Haeri  S.M.  Sadati  M. & Mahin Roosta  R (2002)  "Prediction of Stress-Strain Behavior of Clay by Nueral Network"  Esteghlal Journal of Engineering  20th Edition  No.2  pp 107-124  Esfehan   Iran (p).
• Haeri  S.M.  Heidari Khavass  and Nasr  M. (2002)  "Fillter Design Criteria for Earth and Rockfill Dams of Gap Graded Core Material." Amir Kabir Journal of Science and Technology  Vol. 13  No. 51  pp 331-338  Amir Kabir Univeratiy  Tehran  Iran (p).
• Haeri  S.M.  and Hajalilu Bonab  M. (2001)  “Vertical and Horizontal Microzonation by Microtremors Measurements”  Iranian Journal of Science of Technology  Transaction B  Vol 25  No B4  pp 709-715  Shiraz University  Iran
• Haeri  S.M.  Orumiehee  M.A.  and Poursharifi. J (2001)  “Local Site Effects and Seismic Microzonation of the City of Qazvin” Journal of Geosciences.  Scientific Quarterly Journal  Bulletin of Geological Survey of Iran  Vol 8  No. 33-34  pp 8-19 (p).
• Haeri  S. M. and Hajialilu Bonab  M. (2000)  "Seismic microzonation of the city of Tabriz in Iran"  Asian Journal of Civil Engineering (Building and Housing)  Vol.1  No.3  pp 63-70.
• Haeri  S.M.  Nourzad  R. & Oskrouch  A.M. (2000). “Effect of Geotextile Reinforcement on the Mechanical Behavior of Sands” Geotextile & Geomembrane  Vol 18  No.6  pp 385-402  Elsevier  U.K.
• Haeri  S.M. & Yasrebi S.S. (1999)  “Effect of Amount and Angularity of Particles on Undrained Bahavior of Silty Sands”  Scientia Iranica  International Journal of Science and Technology  Vol. 6  No 3 & 4  pp 188-195
• Haeri  S.M. & Karimi  M. (1999)  “Evaluation of Liquefaction Pontential Using Neural Network”  Amir Kabir  Journal of Seience and Technology  Vol. 11  No. 42  pp 108-119 (p)  also  Proc. SEE-3 Vol 3  pp 173-184  Tehran. (p)
• Haeri  S.M. and Samiee A.H.(1997)  “A New Method for Landslide Microzonation with Emphasis on Mazandaran Province Landslide Microzonation” Jr.of Geo Sciences  Scientific Quarterly Journal  Bulletin of Geological Survey of Iran.  Vol 6  No 23-24  pp 2-15  Tehran  Iran. (P)
• Haeri  S.M.(1995) “The Role of Geotechnical Parameters on Structural Response to Strong Earthquakes”   Asian Journal of Structural Engineering  Vol. 1. No.3 pp.26-40.
• Ishihara  K.  Haeri  S.M.  Moinfar  A.A.  Towhata  I  & Tsnjino  S. (1992)  “Geotechnical Aspects of the June 20  1990  Manjil Earthquake  in Iran”  Soils & Foundations  Jr. of Japanese Geotechnical Society  Vol. 32  No. 3  61-78  Sept.

Conference Proceedings:

• Haeri, S.M., Zahed, V., Saadolahzadeh, B. (2023), “An evaluation of the effect of matric suction on the dynamic strain-dependent parameters of an unsaturated silt,” UNSAT 2023, Milos, Greece
• Haeri, S.M., Rajabigol M., Dehghanpour, A., Ghazvinian, M. (2023), “Assessment of Dense and Loose Stone Columns against Liquefaction-Induced Lateral Spreading Effects on Pile Groups” 5th National Conference on Geotechnical Engineering, Sahand University.
• Haeri, S.M., Zahed, V., Saadolahzadeh, B. (2023), “Evaluation of the effect of matric suction on strain-dependent dynamic parameters of an unsaturated silt in drying path” 5th National Conference on Geotechnical Engineering, Sahand University (p).
• Haeri, S.M.,(2022), “Different Aspects of the Effects of Liquefaction-InducedLateral Spreading on Piles, Physical Modelling, Invited Theme Lecture, 4th International Conference on Performance-based Design in Earthquake. Geotechnical Engineering (PBD-IV), Beijing, China
• Haeri, S.M., Rajabigol M., Moradi, M., Zangeneh, M. (2022), “Assessment of Stone Column Technique as a Mitigation Method AgainstLiquefaction- Induced Lateral Spreading Effects on 2×2 Pile Groups”, 4th International Conference on Performance-based Design in Earthquake. Geotechnical Engineering (PBD-IV), Beijing, China
• Jebelli, MR, Haeri, SM, Khonsari (2021) “Characterizing the Effect of Fines Content on the Small Strain Shear Modulus of Sand-Silt Mixtures During Hydraulic Hysteresis”, 4th International Conference on Transportation Geotechnics (ICTG)
• Haeri, S.M., Rajabigol M., Moradi, M., Zangeneh, M. (2021) “A Case Study of Dynamic Response of a 3×5 Pile Group to Liquefaction induced lateral spreading: 1-g Shake Table Test” 12th International Conference on Civil Engineering, Ferdowsi University, Mashad.
• Haeri, S.M., Hassani Motlagh, A., Ghalami, R., Soleymani Boroujerdi, S. (2020), “Tailings Dam Failure Modes; Recognitions and Preventions”, 12th National Conference on Civil Engineering, Tabriz University.
• Haeri, S.M., Rajabigol M., Salaripour, S., Kavand, A., Sayaf, H., Afzalsoltani, S. Pakzad A., (2019) “Effects of liquefaction-induced lateral spreading on a 3×3 pile group using 1g shake table and laminar shear box” 7th International Conference on Earthquake Geotechnical Engineering (7ICEGE), 17-20 July, Rome, Italy
• Haeri, S.M., Kavand, A., Raisianzadeh, J. Afzalsoltani, S. (2019) “Effectiveness of a vertical micro-pile system for mitigating lateral spreading damage on pile groups: 1g shake table tests” 7th International Conference on Earthquake Geotechnical Engineering (7ICEGE), 17-20 July, Rome, Italy
• Banar, S., Haeri, S.M., Khosravi, A. Khosravi, M. (2019) “Evaluation of strain dependent shear modulus and damping ratio of unsaturated silty soil during drying path with resonant-column-torsional shear” 7th International Conference on Earthquake Geotechnical Engineering (7ICEGE), 17-20 July, Rome, Italy
• Haeri, S.M., Afzalsoltani, S. (2019) “Response of a Group of Stiff Piles to Liquefaction Induced Lateral Spreading: Numerical Simulation of a Shaking Table Experiment”, 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (16ARC), SFA05—02-002_IRN-001, Taiwan.
• Haeri, S.M., Rajabigol M., Sayaf, H., Salaripour, S., Seyed Ghafouri S.M.H., Kafashan, F., Khoshnoud, A. (2019) “Response of 2×2 Pile Groups to Soil Liquefaction in Inclined Base Layer: 1g Shake Table Tests” 8th International Conference on Seismology and Earthquake Engineering, SEE8, Tehran
• Haeri, S.M., Rajabigol M., Salaripour, S., Sayaf, H., Pakzad A., Kavand, A. (2019) “Response of a 3×3 Pile Group to Liquefaction-Induced Lateral Spreading Using 1g Shake Table and Investigating Effects of Boundary Conditions on Physical Model Results” 4th Iranian Conference of Geotechnical Engineering (p).
• Haeri, SM, Jebelli, MR, Khonsari (2019) “ Effect of non-plastic fine content on shear Modulus of unsaturated sandy soils” 11th International Conference on Civil Engineering, Tehran University (p).
• Haeri, SM, Saadollah Zadeh, B, Soleymani Boroujerdi, S. (2019) “Effect of initial shear stress on the hydromechanical behavior of reconstituted loessial soils in medium suctions”, 11th International Conference on Civil Engineering, Tehran University (p).
• Haeri, S. M., Seyed Ghafouri, S. M. H. and Garakani, A. (2018), “Pore Structure Evolution in Collapsible Soils Due to Lime-Stabilization”, 11th National Conference on Civil Engineering, Tehran University (p).
• Haeri, S. M., Seyed Ghafouri, S. M. H. and Nikoonejad, K. (2018), “Effect of Initial Static Shear Stress on Undrained Cyclic Resistance of Well Graded, Medium Dense Gravelly Soils”, 11th National Conference on Civil Engineering, Tehran University.
• Haeri, S. M. and Shahcheraghi, S. A. (2017), “Implementation of Image Processing Technique for Measuring Membrane Penetration in Triaxial Testing on Gravelly Soils”, Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul.
• Haeri, S. M., Garakani, A. A. and Beigi M. (2017) “A Hydro-mechanical Model for the Unsaturated Behavior of Lime-Stabilized Collapsible Soils”, Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul.
• Haeri, SM, Kazemi, A, Kamali, M and Rajabi Gol, M. (2017) “Dynamic Behavior of the SUT Laminar Shear Box using ABAQUS software”. 10th National Congress on Civil Engineering, Iran (P).
• Haeri, S.M., Nikoonejad, KH. and Valishzadeh, A. (2017) “Strength Evaluation of Collapsible Soil Specimens Stabilized by Nano Silica”, 10th National Congress on Civil Engineering, Iran.(P).
• Haeri, S. M. and Aghaie Lahroodi, M. (2017) “Improvement of Collapsible Soils Using Microbially Induced Calcium Carbonate Precipitation”, 10th National Congress on Civil Engineering, Iran.(P).
• Haeri, S. M., Kamali, M., Kazemi, A. and Rajabigol, M. (2016) “Design and Construction of SUT Large-Scale Laminar Shear Box for Shaking Table Test”, 5^th International Conference on Geotechnical Engineering and Soil Mechanics, Tehran, Iran.(P).
• Haeri, S. M., Garakani, A. A., Saberi, S. and Beigi M. (2016) “A Three-Phased Constitutive Model for Predicting the Wetting Induced Collapse Behavior of Collapsible Soils under Triaxial Loading Condition”, 5^th International conference on Geotechnical Engineering and Soil Mechanics, Tehran, Iran.(P).
• Haeri, S. M., Raeesi, R. and Shahcheraghi S. A. (2016) “Elimination of Membrane Compliance Using Fine Sand Coating on Gravelly Soil Specimens”, 5^th International conference on Geotechnical Engineering and Soil Mechanics, Tehran, Iran.
• Haeri, S. M., Shahcheraghi  S.A. and Raeesi, R. (2016) “Effect of Membrane Compliance on Anisotropic Behavior of Gravelly Soils in Cyclic Triaxial Tests”, 5^th International conference on Geotechnical Engineering and Soil Mechanics, Tehran, Iran.
• Haeri, S. M., Beigi M., Saberi, S. and Garakani A. A. (2016) “Study on the Stress Path Dependency of Collapse Behavior of Gorgan Loess Implementing Unsaturated Oedometer Devices” 3^rd European Conference on Unsaturated Soils (E-UNSAT2016), Paris, France, DOI: 10.1051/e3sconf/20160914019.
• Haeri, S. M. (2015) “Hydro-Mechanical Behavior of Collapsible Soils in Unsaturated Soil Mechanics Context” Keynote Lecture, The 15^th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Fukuoka, Japan, DOI: 10.3208/jgssp.KL-3.
• Haeri, S.M. and Garakani, A.A. (2015) “Hardening behavior of a hydro collapsible loessial soil” The 15^th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Fukuoka, Japan, DOI: 10.3208/jgssp.IRN-02.
• Khosravi, A. Gheibi, A, Rahimi, M, McCartney, J. S. and Haeri, S. M. (2015) “Impact of Void Ratio and State Parameters on the Small Strain Shear Modulus of Unsaturated Soils” The 15^th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Fukuoka, Japan, DOI: 10.3208/jgssp.IRN-03.
• Haeri S. M. and Fathi, A. (2015) “Numerical Modeling of Rocking of Shallow Foundations Subjected to Slow Cyclic Loading With Consideration of Soil-Structure Interaction” Fifth International Conference on Geotechnique, Construction Materials and Environment, Osaka, Japan
• Haeri, S. M., Saberi, S., Beigi M. and Garakani A. A. (2015) “Study on the Behavior of a Collapsible Soil under Constant Matric Suction Loading Implementing an Unsaturated Framework” 15^th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Buenos Aires, Argentina, DOI: 10.3233/978-1-61499-603-3-2109.
• Haeri, S. M., Hosseini A. M., Shahrabi, M. M. And Soleymani S. (2015) “Evaluation and comparison of strength characteristics of Gorgan Loessial soil improved with Nano-Silica, Lime and Portland Cement” 15^th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Buenos Aires, Argentina, DOI: 10.3233/978-1-61499-603-3-1820 ·
• Haeri, S. M., Khosravi, A., Ghazizadeh, S. (2015) “The measurement of suction stress characteristic curve for a highly collapsible loessial soil”, IFCEE2015, San Antonio, Texas, USA.
• Haeri, S. M., Khosravi, A., Ghazizadeh, S., Garakani, A., and, Meehan, C., (2014): Characterization of the Effect of Disturbance on the Hydro-Mechanical Behavior of a Highly Collapsible Loessial Soil, 6th International Conference on Unsaturated Soils, Sydney, Australia.
• Haeri, S. M., Ghazizadeh, S., Zabihi, N., Garakani, A. A. (2013): Analysis and comparison of SWRCs for reconstituted and stabilized loessial soil specimens obtained from filter paper test and unsaturated oedometer tests, 1^st National Conference on Geotechnical Engineering, Ardebil, Iran
• Haeri, S.M., Zamani, A., and Garakani, A.A. (2012a) “Collapse potential and permeability of undisturbed and remolded loessial soil samples”, Springer, Unsaturated Soils: Research and Applications, pp. 301-308.
• Haeri, S.M., and Garakani, A.A. (2012b) “The variation of total volume change, water volume change, yielding net confining stress and shear strength of undisturbed unsaturated loess under isotropic compression”, Springer, Unsaturated Soils: Research and Applications, pp. 293-300.
• Haeri S.M., Khorshidi M., Akbari Garakani A. (2012c) “Variation of the volume change and water content of undisturbed loessial samples in controlled matric suction odometer tests”, 4th International Conference on Problematic Soils, Wuhan, China.
• Haeri, S. M., Garakani, A.A., Ruhparvar, H.R. (2012d): Evaluation of improvement of the base of an irrigation canal in a loessial soil by lime using oedometer tests and numerical modeling, 3^rd National Seminar on Irrigation Channels, Karaj, Iran
• Haeri  S.M.  Torabi  H.  Kavand  A.  Rahmani  I. and Asefzadeh  A. (2010) "Effect of Liquefaction Induced Lateral Spreading on Single Piles using Large Shake Table Test "  Theme Lecture  Proceedings of 4th International Conference on Geotechnical Engineering and  Soil Mechanics  Tehran   Iran.(P)
• Haeri  S.M.  Kavand  A.  Rahmani  I. and Torabi  H. (2010) "1-g Shaking Table Model Test on Liquefaction Induced Lateral Spreading and Its Effects on Single Piles"  Proceedings of 4th International Conference on Geotechnical Engineering and Soil Mechanics  Tehran  Iran.
• Haeri  S.M. and Mohammadi  M.  (2010) "Study on the Behavior of Babolsar Sand in Large Strains under Monotonic Triaxial Tastings"  5th National Conference on Civil Engineering. Mashad. Iran. (P)
• Haeri  S.M. and Mohammadi  M. (2010) "The Effect of Initial Static Shear Stress on the Liquefaction Resistance of Saturated Babolsar Sand Using Cyclic Simple Shear Tests"  5th National Conference on Civil Engineering  Mashad  Iran. (P)
• Haeri  S.M. and Pouragha  M. (2010) "An Insight to the Effect of Initial Static Shear Stress on the Liquefaction of Sands "  5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics  May 25-29  San Diego  USA.
• Haeri  S.M. and Seiphoori  A. (2009) "Response of Concrete Faced Rockfill Dams to Rayleigh Waves Considering Dam-Foundation Interaction and Spatial Variability of Earthquake Ground Motion"  8th International Congress on Civil Engineering. May 11-13  Shiraz University  Shiraz  Iran.
• Haeri  S.M. and Pouragha  M. (2009) "The Effect of Initial Static Shear Stress on the Liquefaction Resistance of Babolsar Sand Using Cyclic Simple Shear Tests "  8th International Congress on Civil Engineering. May 11-13  Shiraz University  Shiraz  Iran.
• Haeri  S.M.  Shahcheraghi  S.A.  Shakeri  M.R. and Seiphoori  A. (2009) "Mechanical Behavior of a Cemented Gravely Sand Under Monotonic and Cyclic Loading – Case Study of Tehran Alluvium"  8th International Congress on Civil Engineering. May 11-13. Shiraz University. Shiraz  Iran.
• Haeri  S.M. and Ghadimi  B. (2009) "Effects of Canyon Parameters on Scattering of Rayleigh Waves"  Long Term Behaviour of Dams  LTBD09  October  Graz  Austria.
• Haeri  S.M. and Ghadimi  B. (2009) "Face Slab Response of Concrete Faced Rockfill Dam Considering Dam – Supports Interaction and the Hydrostatic Effect of Reservoir"  Long Term Behaviour of Dams  LTBD09  October  Graz  Austria.
• Haeri  S.M.  (2009) "An Overview on the Geotechnical Earthquake Engineering Researches at Civil Engineering Department of Sharif University of Technology"  Improving Earthquake Mitigation Through Innovations  June 29- July 1. Arnold and Mabel Beckman Center of the Academy of Seinece  USA.
• Haeri  S.M. and Faghihi  D. (2009) "A Comparison between Monitoring and Analysis of Taleghan Rockfill Dam during Construction"  17th International Conference on Soil Mechanics and Geotechnical Engineering  Alexandria Egypt.
• Hamidi  A. and Haeri  S.M. (2008) "Application of a Bond Model For Constitutive Modeling of Cemented Gravely Sands"  12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG)  1-6 October  Goa  India.
• Haeri  S.M. and Faghihi  D. (2008) "Predicting Hydraulic Fracturing in Hyttejuvet Dam"  6th International Conference on Case Histories in Geotechnical Engineering  August  Arlington  USA.
• Haeri  S.M.  Shakier  M.R. and Shahcheraghi  S.A. (2008) "Dynamic Strength of Gravely Sand with Emphasis on Membrane Compliance" 14th World Conference on Earthquake Engineering  12-17 October  Beijing  China.
• Haeri  S.M.  Shakeri  M.R. and Ghayoumi  M. (2007) "Dynamic Properties of a Limy Cemented Gravely Sand"  4th International Conference on Earthquake Geotechnical Engineering  June  Thessaloniki  Greece.
• Haeri  S.M   Bahmanpoor  A. and Ghadimi  B. (2007) "Effect of Reservoir Elevation on 3D Dynamic Response of a Typical Concrete Faced Rockfill Dam With Consideration of Dam-Foundation Interaction and Spatial Variation of Ground Motion"  18th Engineering Mechanics Division Conference of ASCE (EMD2007)  May  GeorgiaTech  USA.
• Haeri  S.M.  Ghadimi  B. and Bahmanpoor  A. (2007) "Scattering of Rayleigh Waves By a Trapezoiaal Canyon"  18th Engineering Mechanics Division Conference of ASCE (EMD2007)  May  GeorgiaTech  USA.
• Haeri  S.M. (2006) "Neuro Fuzzy - A Strong Tool for Prediction of Liquefaction Induced Lateral Spreading"  Invited Special Lecture  7th International Conference on Civil Engineering. Tehran  Iran.
• Haeri  S.M. & Khoshghalb  A. (2006) "Effect of Initial Static Stress on the Liquefaction Strength of a Uniform Sand using Dynamic Triaxial Tests." 7th International Conference on Civil Engineering. Tehran  Iran (p).
• Haeri  S.M.  & Hamidi  A. (2006) "The Effect of Cement Content on Shear Behavior of a Cemented Gravely Sand"  7th International Conference on Civil Engineering. Tehran  Iran.
• Sharafi  H. and Haeri  S.M. (2006)  "Seismic Microzonation of the City of Kermanshah"  7th International Conference on Civil Engineering. Tehran  Iran (p).
• Haeri  S.M.  Khalili  A. and Sadati  N.  (2006)  "A Neuro Fuzzy Model for Prediction of Liquefaction Induced Lateral Spreading" 8 NCEE  San Francisco  USA.
• Hamidi  A.  and Haeri  S.M. (2005)  "A New Correlation between Steady State Strength and SPT N-value for Gravely Sands"  58th Canadian Geotechnical Engineering Conference  Quebec.
• Haeri  S.M. (2005) "Geotechnical Hazards Due to Earthquakes" Keynote Lecture  Earthquake and Geotechnics Workshop  Ramsar  Iran (p)
• Haeri  S.M. (2005) "Geotechnical Studies and Abutment Stability of Arch Dams" Invited Speaker  1st Seiminar on Concrete Arch Dams"  Tarbiat Modarres  Tehran  Iran (p).
• Haeri  S.M.  Hamidi  A.  Asghari  E.  Hosseini  S.M.  Toll  D.G. (2004)  "The Mechanical Behavior of a Gravely Sand Commented with Different Cement Types"  57th Canadian Geotechnical Engineering Conference  Session 3E pages 13-20.
• Hamidi  A.  Haeri  S.M.  Tabatabaee  N. (2004)  "The Mechanical Behavior of a Gravely Sand Cemented with Gypsum"  57th Canadian Geotechnical Engineering Conference  Session 3E pages 28-34.
• Haeri  S.M. (2004)  "Recent Developments in Seismic Design of CFRD"  Keynote Lecture  1st National Conference on Civil Engineering  (1st NCCE) (p).
• Irani  M.  Haeri  S.M.  Ghaemian  A. (2004)  "Effect of Reservoir Hydrodynamic and Reservoir bed Material Type on the dynamic Behavior of CFRD" Proc. of. 2nd Iranian Rock Mechanics Conference"  Vol. 1  pp 89-98. 
• Haeri  S.M.  Hosseini  S.M.  & Yasrebi  S.S. (2003)" The Behavior of an Artificially Cemented Sandy Gravel". 1st. NCCE (p).
• Hosseini  S.M.  Haeri  S.M.  and Toll  D.G. (2004)  "The Behavior of Sandy Gravel Using Critical State Concepts" 1st NCCE  (p).
• Hamidi  A.  Haeri  S.M.   and Tabatabaee  N.  (2004)  "The Mechanical Behavior of Gravely Sands Cemented with Gypsum" 1st. NCEE  (p).
• Haeri  S.M.  Hamidi  A. Hosseini  S.M.  & Asghari  E (2004)  "The Mechanical Behavior of Gravely Sands  Cemented With Different Cement Types"  1st NCCE (p).
• Jamali  N. Khoei  A.R.  Haeri  S.M. (2004)  "Implementation of a Multi Surface Plasticity Model for Shear Behavior of Soils". 1st NCCE (p).
• Abrishami  S.  Khoei  A.R. Haeri  S.M. (2004)  "Numerical Analysis of Seepage in Unsaturated Soils". 1st NCCE (p).
• Haeri  S.M. Khoei  A.R. and Azami  A.R. (2003)  "Plasticity Models for Non-linear Behavior of Saturated and semi Saturated Porous Media".  6th International Conference on Civil Engineering. pp 347-354  Esfahan.
• Haeri  S.M.  Yasrebi  S.S. & Asghari  E.  (2003) "Improvenment of Tehran Alluvium  by Using Lime". Proc. of 6th Int. Conf. on Civil Engg. pp 321-328 Esfahan (p).
• Haeri  S.M.  Esmaeeli  S.S.  Esfehani  M. (2003)  "Dynamic Analysis of Concrete Faced Rockfill Dams in 2D and 3D Conditions". 4th International Conference on Seismology and Earthquake Engineeing  Tehran (p).
• Haeri  S.M.  Yasrebi  S. and Asghari  E. (2002)  "Effect of Cementation on the Shear Strength Parameters of Tehran Alluvium using Large Direct Shear Test" Proc. of the 9th Congress on Engineering Geology for Developing Countries  PPs19-S25   Durban.   South Africa.
• Khoei  A.R.  Haeri  S.M. and Azami  A.R. (2002)  "A Dynamic Analysis of Saturated Porous Media Using a Cap Plasticity Model"  Proc. of 3rd Iranian International Conference on Geotechnical Engineering and Soil Mechanics (IICGESM)  Vol. I  pp161-169  Tehran.
• Haeri  S.M. Banassiri  J. and Behzadan  A.H. (2002)  "Evaluation of the Effect of Artificial Cementation on Shear Strength of Gravely Soils by Using Large Direct Shear Box " Proc. of 3rd IICGESM Vol. II  pp 42-49  Tehran (P).
• Haeri  S.M.  Toll  D.G. Asghari  E.(2002)  "Effect of Lime Cementation on Coarse Grain Tehran Alluvium" Proc. of 3rd IICGESM  Vol. II  pp 50-56  Tehran (P).
• Hamidi  A and Haeri  S.M. (2002)  "A Relationship Between Steady State Strength and SPT N-Value for Gravely Sands" Proc. of 3rd IICGESM  Vol. II  pp 126-131  Tehran(P).
• Haeri  S.M. and Esmeili  S. (2002)  "2D and 3D Static Analysis of CFRD" Proc of 3rd IICGESM  Vol III  pp 24-32  Tehran (P).
• Haeri  S.M. Hosseini  A and Heidari Khavas  M. (2001)  "Filter Criteria for Broadly Graded Cores of Embankment Dams" 4th National Conference on Dam Engineering  Tehran (P).
• Haeri  S.M. & Esfehani Kan  M. (2001)  “Effect of Reservoir Elevation on Dynamic Response of CFRD” 4th National Conference on Dam Engineering  IRCOLD  Tehran  Iran. (p)
• Ahmadi  S. & Haeri  S.M. (2001)  “Effect of Grain Size Distribution of Aggregates on Behavior of Asphalt Concrete for Cores of Earth and Rockfill Dams”  4th National Conference on Dam Engineering IRCOLD  Tehran  Iran. (p)
• Haeri  S.M.  & Keyhani  R. (2000)  “Static Behavior of CFRD in Different Operational Conditions”.  Proc. Of 5th Int. Conf on Civil Eng.  Mashhad  Iran. (p)
• Haeri  S.M.  & Shirazi  A. (2000)  “Liquefaction Microzonation of South West Tehran” Proc. Of 5th Int. Conf on Civil Eng.  Mashhad  Iran. (p)
• Haeri  S.M.  & Hamidi  A. (2000)  “Liquefaction Studies in South Tehran by Steady State Method” Proc. Of 5th Int. Conf. On Civil Eng.  Mashhad  Iran. (p)
• Haeri  S.M. Sadati  M.  Mahin Roosta  R. (2000) “Prediction of Stress-Strain Behavior of Clays by Neural Network”  Proc. Of 5th Int. Conf. On Civil Engineering; Mashhad  Iran (p)
• Haeri  S.M.  Heidari Khavas M. & Nasr  M. (1999)  “Filter Design Criteria for Earth and Rockfil Dams of Gap Graded Core” Proc. of 1st  Conference of Iranian Society of Civil Engineers  pp 535-542  Tehran. (p)
• Haeri  S.M.  Nourzad  R. & Heidarian  H. (1999)  “Behavior of Reinforced Sand by Geotextile Using Triaxial Testing” Proc  of 1st  Conference of Iranian Society of Civil Engineers  pp 835-842  Tehran. (p)
• Haeri  S.M. & Hajialilu M. (1999)  “Vertical and Horizontal Seismic Microzonation by Microtremor Measurement” Proc. 2nd Int. Conf. On Earthquake Geotechnical Engineering  pp 249-254  Lisbon  Portugal.
• Yasrebi  S.S. & Haeri  S.M. (1999)  “A New State Parameter for Silty Sands” Proc. SEE-3 Vol 3 pp 77-84  Tehran. (p)
• Haeri  S.M. & Keyhani  R. (1999)  “Dynamic Analysis of Concrete Faced Rockfill Dams” Proc. SEE-3 Vol 3 pp 95-106  Tehran (p)
• Yasrebi  S.S. & Haeri  S.M. (1998)  “Effect of Shape and Amount of Fine Particles on Stress-Strain Behavior of Silty Sands” 11 ECEE  Paris.
• Haeri  S.M. and Hajialilu M.  (1998)  “Seismic Microzonation of the City of Tebriz  Iran” 11 ECEE. Paris.
• Haeri  S.M.  Poursharifi  J and Orumiehe  M.A. (1998)  “Site Effect Studies and Microzonation of the City of Qazvin”  Seminar on Eathquake and Educational Spaces  Shiraz. (P)
• Haeri  S.M. (1997)  “Effect of Earthquakes on Earth and Rockfill Dams” 3rd Iranian Conference on Large Dams  IRCOLD  Tehran. (P)
• Haeri  S.M. Hajialilu  M. and Jalali  J. (1997)  “Seismic Microzonation of the City of Tabriz Using Microtremors Measurements” 12th Seminar on Geophysics  Tehran  Iran. (P)
• Haeri  S.M. (1997)  “earthdam Design and Construction Problems in Iran” Invited Speaker  1st Seminar on earthdams  Tehran  Iran. (P)
• Haeri  S.M. (1997)  “Microzonation of Sloping Lands for Landslides” Invited paper  2nd Seminar on Landslide Hazard Prevention  Tehran  Iran. (P)
• Tabatabaee  N.  Zaribaf  M.R. & Haeri  S.M. (1997)  “Evaluation of Asphalic Concrete Core for Earth and Rockfill Dams” 4th Int. Conf. On Civil Eng.  Tehran  Iran. (P)
• Yasrebi  S.S. & Haeri  S.M. (1997)  “Effect of Shape and Amount of Fine Particles on the Stady State Behavior of Silty Sands” 4th Int. Conf. On Civil Eng. Tehran  Iran. (P)
• Haeri  S.M.  & Yasrebi  S.S. (1997)  “A New Method for Evaluation of Liquefaction Damage on the Ground Surface” 4th Int. Conf on Civil Eng. Tehran  Iran. (P)
• Haeri  S.M. & Hajialilu M. (1997)  “Site Effect Studies Using Wave Propagation Analysis in the City of Tabriz” 4th Int. Conf on Civil Eng. Tehran  Iran. (P)
• Haeri  S.M.  & Samiee A.H. (1997)  “A New Method for Landslide Microzonation” 4th Int. Conf on Civil Eng. Tehran  Iran. (P)
• Haeri  S.M.  & Samiee  A.H. (1995)  “Study on Giash Landslide Induced by Manjil Earthquake  Iran”  IS-Tokyo 95  Earthquake Geotechnical Engineering  Ishihara (ed.) Balkema  Rotterdam  pp 1031-1036.
• Haeri  S.M.(1994)  “How to Implement Local Site Effect in Earthquake Resistant Building Code of Iran ” Workshop on Review of the Iranian Code for Earthquake Resistant Buildings. (P)
• Haeri  S.M. (1994)  “How to Implement Liquefaction in Earthquake Resistant Building Code of Iran” Workshop on Review of the Iranian Code for Earthquake Resistant Buildings. (P)
• Haeri  S.M. and Samiee  A.H. (1994)  “Some Methods of Landslide Microzonation” Proc. of 10 ECEE  vol. 2  pp 95-10.  Wien  Austria  Balkema  Rotterdam.
• Haeri  S.M. and Kholafaee  M. (1994)  “Local Site Effects in the City of Rasht During Manjil Earthquake of June 20 1990  Iran” Proc  of 2nd Int. Conf. On Earthquake Resistance Construction and Design  pp 109-116  Balkama  Rotterdam.
• Haeri  S.M. (1994)  “Improtance of Planning on Landslide Disaster Prevention”. Invited paper  First Workshop on Landslide Disaster Prevention in Iran. (P)
• Haeri  S.M.  Sattari  M.H. & Ishihara  K.(1994)  “Galdian Landslide Induced by Manjil Earthquake” 13th . International Conf. On Soil Mech & Found Eng. (ICSMFE)  New Dehli.
• Haeri  S.M.  Sattari  M.H. & Behbehani  H. (1993)  “Rudbar Landslide Induced by Manjil Earthquake of June 20  1990” 2nd Int. Seminar on Soil Mechanics and Foundation Engineering  Theran. (P)
• Haeri  S.M.  Sattari  M.H. & Zolfaghari M.R. (1993)  “Land Instabilities Induced by Manjil Earthquake”  8th Seminar on Earthquake Prognostics. Pp 15-47  Tehran. (P)
• Haeri  S.M. (1993)  “Recent Studies on the Manjil Earthquake and Geotechnical Concern” Invited paper  3rd Int. Conf. On Case Histories in Geot. Eng.  Missouri  Rolla  USA.
• Haeri  S.M. (1992)  “Microzonation of Gilan Plane for Liquefaction with Emphasis on Astaneh”  Workshop on Seismic Zoning Methodologies for Geotechnical Hazards  LNEC  Lisbon  Portugal.
• Haeri  S.M.  & Zolfaghaari  M.R. (1992)  “On the Earthquake Induced Liquefaction in Astaneh  Iran” Proc. of 10 WCEE  Madrid  Spain  Vol. I  pp 129-134.
• Haeri  S.M. (1991)  “Liquefaction Associated With 20 June 1990  Manjil Earthquake  Iran.” SDEE-91 Conference  Karlsruhe  Germany  pp 129-134. Balkema  Rotterdam.
• Haeri  S.M. (1991)  “Dynamic Earthdam-Foundation Interaction and Radiation Damping” Proc. 1st. Int. Conference on Seismology and Earthquake Engineering  Tehran  Iran.
• Haeri  S.M. (1990)  “Some Geotechnical Considerations of Manjil Earthquake of June 20  1990” Conference on Manjil Earthquake of June 20 1990  BHRC  held at University of Tehran  11-12 Aug. pp 147-174. (P)
• Haeri  S.M. (1989)  “Dynamic Behavior of Earth and Rockfill Dams Material” 2nd International Conference on Civil Engineering  Shiraz University  Iran.
• Sarma  S.K. and Haeri  S.M. (1988)  “Response of Earth and Rockfill Dams Subjected to Earthquakes” 2nd Int  Conf. on Civil Engineering Dynamic  Bristol. U.K.

Research Reports

• More than 60 Research Reports and numerous Technical Reports have been produced up to present. The list will be presented according to the request.

Graduate Students Supervised

 

		PhD Students
	Name	Thesis Title	Graduation Year
1	Seyed Shahabaldin Yasrobi (Yasrebi)	Effect of Amount and Angularity of Particles on Undrained Bahavior of Silty Sands	1997
2	Reza Nourzad	Behavior Characteristics of Geotextile Reinforced Sand	2000
3	Ebrahim Asghari	The Effect of Cementation on Shear Strength and Deformation Parameters of Coarse Grained Soils with Reference to Tehran Alluvium	2002
4	Seyed Mahdi Hosseini	The Effect of Cementation on the Mechanical Behavior of Coarse Soil (Case Study : Tehran Alluvium)	2004
5	Masoud Karimi	3D Dynamic Analysis of Concrete Faced Rockfill Dams by Special Consideration of Soil-Structure Interaction and Spetial Variation of Motion	2004
6	Amir Hamidi	The Effect of Cementation and Cement Type on the Mechanical Behavior of a Gravely Sand and Proposing Constitutive Model to Predict Its Behavior	2005
7	Mohammad Reza Shakeri	The Dynamic Behavior of Calcite Cemented Gravelly Sand – A Case Study of Tehran Soil	2011
8	Ali Kavand	An Investigation on the Effects of Liquefaction Induced Lateral Spreading on Deep Foundations and Development of Mitigation Measures Using 1g Shake Table Tests	2013
9	Reza Keyhani	Effect of Principal Stresses Direction, Anisotropic Consolidation and Silt Content on the Behavior of Silty Sands by Using Hollow Cylinder Apparatus	2013
10	Amir Akbari Garakani	Assessment of the Hydro-mechanical Behavior of Undisturbed Collapsible Soils by Conducting Unsaturated Triaxial Tests	2013
11	Seyed Ali Shahcheraghi	Effect of Anisotropic Compression on Liquefaction of Gravelly Soils Using Cyclic Triaxial Device	2018
12	Morteza Rajabigol	Evaluation of the Effects of Liquefaction Induced Lateral Spreading on Deep Foundations and Development of Mitigation Measures Using a Large Laminar Box on a 1g Shake Table	2023
13	Khashayar Nikoonejad	Effect of initial static shear stress on liquefaction resistance of gravelly soils using medium-size cyclic triaxial and simple shear tests	2023
14	Saman Soleymani Boroujerdi	Effect of initial static shear stress on hydromechnical behavior of collapsible soils using usataurated hydromechnical stress path triaxial device	2023 *
15	Mohsen Kamali Zarch	Experimental and theoretical study on debris flow dynamics	2023 *
16	Behnam Saadallah zadeh	Effect of non-Plastic Fine Content on Small to Medium Strain Dynamic Characteristics of Unsaturated Sand-Silt Mixtures in Drying and Wetting Path (Hydromechanical Hysteresis)	2024 *
17	Rasoul Gholami	-	-
18	Vahid Zadeh Kame'olia	-	-

* Expected






		MSc Students
	Name	Thesis Title	Graduation year
1	Ebrahim Faez	Evaluation of nonhomogenity of materials on dynamic behavior of earthdams	1990
2	Mohammadreza Zolfaghaari	Evaluation of liquefaction induced by Majil 1989 earthquake	1991
3	Mohammad Sattari	Evaluation of large lanslides induced by Majil 1989 earthquake and investigation and back calculation of Galdian landslide	1992
4	Mehdi Kholafaee	Seismic microzonation of urban areas with emphsis on the seismic microzonation and desin spectra of city of Rasht	1992
5	Amirhossein samii	Evaluation of Giash and Yeylagh Barehsar landslides induced by Majil 1989 earthquake	1993
6	Jafar Jalali roomi	Seismic Microzonation of Tabriz Using Microtremors Measurements	1995
7	Masoud Hajialilu	Site Effect Studies Using Wave Propagation Analysis and Seismic Microzonation of the City of Tabriz	1996
8	Seyed Mehdi Hosseini	The Behavior of Gravely Sands using Critical State Concepts	1996
9	Ahmadreza Zaribaf	Evaluation of Earth and Rockfill Dams with Asphaltic Concerete Core	1997
10	Bagher Mashhadi Keshtiban	Dynamic Behavior of Earth and Rock fill dams under Static and Dynamihbiia	1997
11	Masoud Karimi	Evaluation of Liquefaction Pontential Using Neural Network	1997
12	Mohammadreza Shobeiri	Finite Element Analysis of Underground Openings	1997
13	Sirous Ahmadi	Effect of Grain Size Distribution of Aggregates on Behavior of Asphalt Concrete for Cores of Earth and Rockfill Dams	1997
14	Mohammad Heidari	Filter Design Criteria for Earth and Rockfil Dams of Gap Graded Core	1998
15	Reza MahinRousta	Prediction of Stress-Strain Behaviour of Clayey Soils with Artificial Neural Network	1998
16	Homan Heidarian	Behavior of Reinforced Sand by Geotextile Using Triaxial Testing	1998
17	Reza Keyhani	Dynamic Analysis of Concrete Faced Rockfill Dams	1999
18	Mohammad Nasr	Fillter Design Criteria for Earth and Rockfill Dams of Gap Graded Core Material	1999
19	Ali Shirazi	Liquefaction Microzonation of South West Tehran	1999
20	Amir Hamidi	Liquefaction Studies in South Tehran by Steady State Method	1999
21	Mohammadreza Habibi	Seismic Microzonation of Urban Area using Body-Wave Measurment	1999
22	Mojtaba Esfehani	Dynamic Analysis of Concrete-Faced Rockfill Dams Based on Elasto-Plastic Behaviour of Materials	2000
23	Seyed Abbass Hosseini	Fillter Design Criteria for Earth and Rockfill Dams of Mixed Core Material	2000
24	Hassan Sharafi	Seismic Microzonation of Urban Area using Microtremor Measurement	2000
25	Gholamreza Nassiri	Evaluation of the Behavior of Artificially Cemented Gravely Sand	2001
26	Shahabddin Esmaeeli	Three Dimensional Dynamic Analysis of Concrete Faced Rock-Fill Dams	2002
27	Abbass Fathi	Evaluation of Static and Dynamic Behavior of Rockfill Dams with Asphaltic Concerete Core	2002
28	Jafar Banassiri	Effect of Cementation on Behavior of Gravely Sand in Medium Dense with Emphasis on Large Shear Box Tests	2002
29	Mohammad Honarmand	Effect of Cementation on Strength Characteristics of Dense Gravely and Sandy soils	2002
30	Ali Khalili	Prediction of Liquefaction-induced Lateral Spreading Using Neuro-Fuzzy Networks	2003
31	Alireza Azami	Dynamic Analysis of Earth and Rockfill Dams Using Double-surface Placticity Model in Saturated and Semi-Saturated Porous Media	2003
32	Mazda Irani	Dynamic Behavior of CFRDs Considering Dam-Reservoir-Foundation Interaction Effects	2003
33	Saeed Abrishami	Numerical Modelling of Unsaturated Geotechnical Structures Based on the Three-Phase Bahaviour Solid-Fluid-Air	2003
34	Navid Jamali	Modelling of Saturated Soils Under Dynamic Loading with Kinematic and Isotropic Hardening Multi Surface Plasticity Models	2003
35	Mohammadali Ghamsari	Numerical Modelling of the First Impounding of Rockfill Dams ( Case Study : Upper Gotvand Dam)	2005
36	Arman Khoshghalb	Effect of Initial Static Shear Stress on Liquefaction and Dnamic Properties of Babolsar Sand Using Cyclic Triaxial Tests	2005
37	Amir Akbari Garakani	Numeriacal Analysis of Abutment Sliding Effects on Stress and Deformation Values in Rockfill Dams ( Case Stusy : Upeer Gotvand Dam)	2005
38	Ehsan Behnamtalab	Experimental Evaluation of Solubility of Gypsum Karst and the Modification Methods in Rockfill Dams	2005
39	Ahmad Rahmati	Static Behavior of Artificially Cemented Gravely Sand with Lime -Case Study of Tehran Alluvium	2006
40	Farhad Rezaeie	Experimental Analysis and Dvaluation of Behavior of Salty Karst in Reservoir and Foundation of Dams	2006
41	Majid Ghayoumi	Dynamic Properties of a Limy Cemented Gravely Sand Using Cyclic Triaxial Tests - Case Study of Tehran Cemented Soil	2006
42	Amin Bahmanpoor	The Effect of Reservoir Elevation on the Dynamic Response of a Concrete Faced Rockfill Dam with Considering of Spetial Variation of Input Excitement and Dam-Supports Interaction	2006
43	Seyed Ali Shahcheraghi	The Dynamic Behavior of Cyclic Cemented Gravely Sand	2007
44	Darioush Rastgo	Investigation of Tehran Naturally Mixed and Cemented Soils with In-Situ and Large Scale Laboratory Tests	2007
45	Danial Faghihi	The Effect of First Impounding on the Behavior of Earth and Rockfill Dams ( Case Study : Taleghan Dam)	2008
46	Behzad Ghadimi	Scattering of Rayleigh Waves by a Trapezoidal Canyon Using Soil-Structure Interaction Approach	2008
47	Mehdi Pouragha	Effect of Initial Static Shear Stress on Liquefaction Resistance of Babolsar Sand Using Cyclic Simple Shear Tests	2008
48	Mahmoudreza Adl	The Static Behavior of Calcite Cemented Gravely Sand – Tehran Alluvium Case Study	2008
49	Ali Seifouri	Three Dimensional Dynamic Analysis of Concrete Faced Rock-Fill Dams to Rayleigh Waves Considering Dam-Foundation Interaction and Spatial Variability of Earthquake Ground Motion	2009
50	Ahmad Bushehrian	Effect of Lateral Spreading Due to Liquefaction on Single Piles	2009
51	Morteza Mohammadi	Effects of Static Shear Stress on Liquefaction Strength of Babolsar Sand Investigated under Cyclic Simple Shear and Static Triaxial Tests	2010
52	Ali Sadeghian	Effect of Faults on the Dam Sites ( Case Study : Seymareh Arch Dam)	2010
53	Homan Torabi	Physical Modeling of Effect of Liquefaction-Induced Lateral Spreading on Single Piles	2010
54	Mohammad Hazeghian	Numerical Analysis of Soil-Nailed Walls in Seismic Condition	2010
55	Arian Asefzadeh	Physical Modeling of Group Pile Response to Liquefaction-Induced Lateral Spreading by Shaking Table Tests	2011
56	Mohammadhassan Saser	Study of the Static and Dynamic Behaviour of Tieback Walls	2011
57	Atefeh Zamani	Collapsible Behavior of Gorgan Loess Using Odeometer	2011
58	Javad Raeesianzadeh	Investigation on the Effect of Liquefaction-Induced Lateral Spreading on a Flexible Pile Group and Mitigation Measures for These Effects by Physical Modeling	2011
59	Morteza Khorshidi	Evaluation of the Behaviour of Collapsible Soils in Saturated and Unsaturated Oedometer Tests - Case Study of Gorgan Loess	2012
60	Arash Bozorgi	Evaluate of Undrained Behavior of Uncompacted Gravely Soil With Triaxial Apparatus Under Anisotropic Condition	2012
61	Hadi Padash	Investigation on the Effect of Liquefaction-Induced Lateral Spreading on a Flexible Pile Group and Mitigation Measures for These Effects by Physical Modeling	2012
62	Meghdad Payan	Evaluation of the Steady State and Liquefaction Potential of Gravelly Soils By Static Triaxial Tests	2012
63	Mohammad Rashidi	Evaluation of the Behaviorof Earth and Rockfill Dams during Construction and First Impounding Using Instrumentation data and Numerical Modeling (Case Study: Dam Gavoshan)	2012
64	Hamidreza Rouhparvar	Evaluation of Improvement of Collapsible Soils with Adding Lime in Conventional and Suction Controlled Oedometer tests– Case study of Gorgan Loess	2012
65	Azadeh Hosseinnouri	Analysis of Static and Dynamic Behavior of Flexible Retaining Structures Consists of Soldier Pile and Pre-Stressed Anchors by Flac-2d and 3d	2013
66	Alireza Dehnavi	Numerical Study of the Effect of Liquefaction-Induced Lateral Spreading on a group of piles	2013
67	Nina Zabihi	The Effect of Cementation by Lime on Collapsible Soils Behavior Using Suction Controlled Oedometer Device Case Study: Loess of Gorgan	2013
68	Nina Eskandari	Dynamic and Static Behavior of Anchored-block Flexible Retaining Structures	2014
69	Marjan Sabouri	Liquefaction Effects on (a) Individual and Group of Capless Piles and (b) Group of three Piles under Real and Artificial Earthquakes	2014
70	Shahin Ghazizadeh	Assessment of the Hydro-Mechanical and Shear Behavior of Collapsible Soils by Using Suction- Controlled Triaxial Apparatus- A Case Study: Loess of Gorgan	2014
71	Anahita Godarzi	Effects of Liquefaction on 2×2 and 3×3 Stiff and Flexible Pile Groups	2014
72	Ariya Fathi	Numerical Modeling of Rocking Of Shallow Foundations Subjected to Slow Cyclic Loading with Consideration of Soil-Structure Interaction	2014
73	Arash Mohammadhoseini	Stabilization and Improvement of Collapsible Soils, Using Electrokinetics & Nanomaterials and Assessment Its Strength Parameters by Unsaturated Oedometer	2014
74	Saman Soleymani Boroujerdi	Development of Unsaturated Triaxial Device in Order to Conduct Stress-controlled tests and Study of the Hydromechanical Behavior of Collapsible Soils under Anisotropic Consolidation - Case Study: Loess of Gorgan	2015
75	Majid Beigi	Assessing the Hydro-mechanical Behavior of Undisturbed Collapsible Soils by Conducting Unsaturated Odeometer Tests Case Study: Gorgan Loess	2015
76	Ali Ghasemifard	Effect of Lateral Spreading Due to Liquefaction on Piles, Numerical Simulation with OpenSees	2016
77	Mohsen Kamali Zarch	Design and Construction of Large-scale Laminar Shear Box for Study of the Behavior of Deep Foundations Subjected to Lateral Loads due to Lateral Spreading Using 1-g Shake Table Tests	2016
78	Saeed Saberi	A Study of the shear stress effect on the behavior of collapsible soils using stress controlled unsaturated triaxial device, a case study of Gorgan Loess	2016
79	Amin Kazemi	Linear and Non-linear Dynamic Analysis of Full Scale Shaking Table Laminar Shear Box to Study the Effects of Lateral Spreading Due to Liquefaction on Deep Foundations	2016
80	Ramin Raeesi	Effect of Initial Static Shear Stress on Cyclic Resistance and Undrained Behavior of Gravelly Soils under Low Confining Pressures Using Cyclic Triaxial Apparatus	2017
81	Arsalan Valishzadeh	Stabilization of Collapsible Soil with Nano-Material and Injection Using Electrokinetic Procedure .Case Study: Gorgan Loess	2017
82	Mehrdad Aghaie	Improvement of Collapsible Soils Using Biocementation Method (Case Study of Gorgan Loess)	2017
83	Sina Afzal Soltani	An investigation on the effects of liquefaction induced lateral spreading on deep foundations using finite difference method	2017
84	Hiva Sayaf	Numerical Simulation of Effect of Lateral Spreading Due to Liquefaction on Piles and Estimating of Lateral Displacement Pattern by Image Processing	2017
85	Seyed Mohammad Seyed Ghafouri	Effect of Initial Static Shear Stress on Cyclic Resistance of Well Graded Medium Dense Gravelly Soils	2018
86	Behnam Saadallah zadeh	Effect of Initial Shear Stress on the Hydromechanical Behavior of Collapsible Soils Using Unsaturated Stress-Controlled Triaxial Device	2018
87	Amin Amiri	Study of Rocking of shallow foundations subjected to dynamic loading by consideration of soil-structure interaction	2019
88	Mohammadreza Jebelli	Characterizing the Effect of Fines Content on Small Strain Shear Modulus of Unsaturated Sandy Soils by Bender Element Test	2019
89	Shaya Banar	Impact of changes in matric suction on dynamic properties of unsaturated silty soil from small to large strain during drying path	2019
90	Iman Tavasoli	Assessing the Hydro-Mechanical Behavior of Undisturbed Collapsible Soils by Conducting Unsaturated Odeometer Tests Case Study: Northeastern Loess of Golestan Province	2019
91	Saman Salaripour	An Investigation on the effects of liquefaction induced lateral spreading on a 3x3 pile group using shake table test and laminar shear box and consideration of boundary conditions on physical model results	2019
92	Amin Pakzad	Numerical modeling of the dynamic behaviour of piles due to the Liquefaction-induced lateral spreading	2020
93	MohammadJavad Sharifimanesh	In-situ stabilization of collapsible soil using grouting	2020
94	Vahid Zahed Kame'olia	Determination of strain dependent dynamic parameters of unsaturated a silty soil during drying path using Resonant Column-Torsional Shear Device	2020
95	Mohammad Moradi	Investigation of the effects of successive liquefaction occurrence on piles located in level ground with an inclined base layer – A physical 1g shake table and laminar shear box model	2020
96	Milad Zangeneh	Effects of lateral spreading on two 2×2 pile groups (with and without lumped mass) using shaking table and laminar shear box	2021
97	MohammadSaeed Babaee	Nonlinear Dynamic Analysis of Earth and Rockfill Dams Using the Finite Difference Method Considering the Effect of Vertical Earthquake Component	2021
98	Parasto Taghikhani	Landslide hazard zonation of Mazandaran province with emphasis on micro-zonation of powerhouses in Mazandaran province against landslide hazard	2022
99	Mohammad Ghazvinian	Assessment of dynamic parameters of unsaturated sandy-silty soil in small to medium shear strains by Resonant column –Torsional shear device	2023
100	Ali Dehghanpour	Evaluation of the effectiveness of stone coulumns for mitigation of the effect of lateral spreading on 2x2 piles – A physical 1g shake table and laminar shear box model	2023