Dr. Ali PAk

Professor,
Civil Engineering Department,
Sharif University of Technology,
P. O. Box 11155-9313, Tehran, Iran.

Contact Information


Room: #402 - Civil Engineering Department

Phone: +98 (21) 6616- 4225

Fax: +98 (21)6601-4828

Email: Pak@sharif.edu

Home Page: http://sharif.edu/~pak

EDUCATION


•Ph.D. in Geotechnical Engineering, 1997, Department of Civil and Environmental Engineering,The University of Alberta, Edmonton, Canada
•M.Sc. in Soil Mechanics and Foundation Engineering, 1989, Amir Kabir University of Technology, Tehran, Iran
•B.Sc. in Civil Engineering, 1984, Iran University of Science and Technology, Tehran, Iran

Employment History


Date Position Place City-Country
2005-presentProfessorDepartment of Civil Engineering, Sharif University of TechnologyTehran, Iran
2005-2009Associate professorDepartment of Civil Engineering, Sharif University of TechnologyTehran, Iran
1997-2005Assistant professorDepartment of Civil Engineering, Sharif University of TechnologyTehran, Iran
1996-1997Software developerPISA Inc.Edmonton, Canada
1990-1991LecturerSharif University of TechnologyTehran, Iran
1990-1991Design EngineerSazeh Pardazi Consulting Engineering CompanyTehran, Iran
1989-1990LecturerAmir Kabir University of TechnologyTehran, Iran
1989-1990Design EngineerPooya Tarh ConsultantsTehran, Iran
1986-1987Design EngineerSANO Consulting Engineering CompanyTehran, Iran
1984-1986Project EngineerPorts and Shipping OrganizationTehran, Iran

Teaching


1. Professor at Sharif University of Technology (1997-present)
2. Sessional lecturer at the University of Alberta, Edmonton, Canada (1996)
3. Lecturer at SharifUniversity of Technology, Tehran, Iran (1990-1991)
4. Lecturer at Amir Kabir University of Technology, Tehran, Iran (1989-1990)

Graduate Courses:

•Numerical Methods in Geotechnical Engineering
•Advanced Computational Geomechanics
•Environmental Geotechnics
•Site Investigation and Field Monitoring

Undergraduate Courses:

•Foundation Engineering
•Soil Mechanics
•Engineering Analysis
•Mechanics of Materials I and II
•Fluid Mechanics
•Soil Mechanics Laboratory

Research

RESEARCH INTERESTS

•Computational Geomechanics
•Petroleum Geomechanics
•Liquefaction Modeling
•Hydraulic Fracturing
•Ground Improvement
•Environmental Geotechnics

RESEARCH PROJECTS

1. Numerical Analysis of Stress-Deformation in Earth Dams under Construction, considering Compressibility of Pore Water Pressures , M.Sc. thesis of M.Heydari, Department of Civil Engineering, Sharif University of Technology, 1998
2. Numerical Modeling of Initiation of Hydraulic Fracturing in Two-phase Cohesive Materials, M.Sc. thesis of A.Nouri,Department of Civil Engineering, Sharif University of Technology, 1998
3. Analysis of Landfill Leachate Volume and its Effects on the Design of Linear System, M.Sc. thesis of H.Sootoodeh Manesh, Department of Civil Engineering, Sharif University of Technology, 1999
4. Nonlinear Analysis of Pile Behaviour Subjected to Lateral Loads, M.Sc. thesis of M. Ebrahimi, Department of Civil Engineering, Sharif University of Technology, 1999
5. Nonlinear Analysis of Interaction Between Displacements and Pore Pressuresin a Medium Saturated with Compressible Fluid, M.Sc. thesis of Lotfi Azad, Department of Civil Engineering, Sharif University of Technology, 1999
6. Numerical Analysis of the Effect of non-linear Compressibility of Pore Fluid on the Behaviour of Unsaturated Core of Earth Dams, M.Sc. thesis ofM.Zamani Nezhad, Department of Civil Engineering, Sharif University of Technology, 2000
7. Classification of Industrial Solid Waste of Gilan Province for landfilling, Ministry of Industries and Mines, 2001
8. Numerical Modeling of Liquefaction Phenomenon Using a Fully Coupled Dynamic Approach, M.Sc. thesis of Hadi Shahir, Department of Civil Engineering, Sharif University of Technology, 2001
9. Numerical Modeling of Earth Dam behavior under Construction, considering the Core in Unsaturated State, Water Resources Management Organization, Ministry of Energy, 2002
10.Numerical Analysis of Interaction between Flexible Retaining Wall and Sand Backfill considering the Effect of Water Table, M.Sc. thesis research of M.R. Shakeri, Department of Civil Engineering, Sharif University of Technology, 2002
11. Numerical Simulation of Reinforced Embankments Constructed on Soft Soil,M.Sc. thesis of A. Sharghi, Department of Civil Engineering, Sharif University of Technology, 2002
12. Evaluation of Liquefaction Phenomenon in Dam Foundation by Numerical Modeling,Water Resources Management Organization, Ministry of Energy, 2003
13. Study of the Performance of Liner Systems to Seal the Foundation of Copper Extraction Site by Heap Leaching Method, M.Sc thesis of H. Ghiabi, Department of Civil Engineering, Sharif University of Technology, 2003
14. Numerical Modeling of Liquefaction Using a Two-Surface Critical State Plasticity Model for Sands, M.Sc. thesis of M. Taiebat, Department of Civil Engineering, Sharif University of Technology, 2003
15. Study the effects of Applying Large Strain Formulation in the Numerical Analysis of Single –Phase soil media, M.Sc. thesis of M. Ghafghazi, Department of Civil Engineering, Sharif University of Technology, 2004
16. Solar Energy’s Effects on Mechanical Properties of Tailings and Stability of Tailing Dams,M.Sc. thesis of Abdolreza Osouli, Department of Civil Engineering, Sharif University of Technology, 2004
17. Numerical Modeling of Soil Improvement by Dynamic Compaction, M.Sc. thesis of A. Ghassemi, Department of Civil Engineering, Sharif University of Technology, 2004
18. Numerical Study of the Interaction Between Flexible Retaining Walls and Saturated ClayeyBackfills in Drained and Undrained Conditions, M.Sc. Thesis of A. BazrAfshan, Department of Civil Engineering, Sharif University of Technology, 2005
19. Application of a Critical State Plasticity Model with Fabric Effects for Modeling theBehavior of Sandy Soils Under Static and Dynamic Loads, M.Sc. Thesis of A. Nabizadeh, Department of Civil Engineering, Sharif University of Technology, 2005
20.Modeling of Hardening and Softening Behavior of Rock Masses under Shear using Multilaminate Model. Ph.D. thesis of R. Mahin Roosta, (Advisor), Department of Civil Engineering, Sharif University of Technology2005
21.Bearing Capacity Analysis of Semi-Deep Foundations(Short Compacted Stone Columns) by Numerical Modeling, M.Sc. Thesis of M. Sharafinia, Department of Civil Engineering, Sharif University of Technology ,2006
22.Study and Analysis of Seepage Through Tailings Dams using Numerical Modeling, M.Sc. Thesis of M. Nabi pour, Department of Civil Engineering, Sharif University of Technology ,2006
23.Numerical Modeling of Drained and Undrained Behavior of Sands Using NORSAND, M.Sc. Thesis of F. Eskandari, Department of Civil Engineering, Sharif University of Technology ,2006
24.Coupled Numerical Modeling of Hydraulic Fracture Propagation in Dry and Saturated Soils Using EFG Meshless Method, Ph.D. Thesis of M. Norouz Oliaei, Department of Civil Engineering, Sharif University of Technology ,2007
25.Numerical Modeling of Self-Weight Consolidation and Desiccation of Ultra Soft Soils, M.Sc. Thesis of S. Samimi, Department of Civil Engineering, Sharif University of Technology, 2007
26.Experimental Investigation of Dynamic Characteristics of Clay – Cement Mixture using Bender Element Apparatus, M.Sc. Thesis of M. Bahador, Department of Civil Engineering, Sharif University of Technology ,2007
27.Comparison the Performance of Constitutive Models in Numerical Simulation of the Behavior of Unsaturated Soils, M. Sc. Thesis of M. Zarin far, Department of Civil Engineering, Sharif University of Technology ,2007
28.Analytical and Numerical Analysis of Saturated and Unsaturated Soils under Thermo-hydro-mechanical Conditions, M.Sc. Thesis of F. Arfaei Malekzadeh, Department of Civil Engineering, Sharif University of Technology ,2008
29.Experimental Investigation of Performance of Geotextiles in Filtration and Drainage of Dams, M.Sc. Thesis of Z. Zahmatkesh, Department of Civil Engineering, Sharif University of Technology ,2008
30.Study of Bearing Capacity and Settlement of Semi-deep Foundations (Rammed Aggregate Piers) using Numerical Modeling, M.Sc. Thesis of S. Dashtara, Department of Civil Engineering, Sharif University of Technology ,2009
31.Study of the effect of Densification on Improvement of Saturated Sand Deposits for Mitigating Liquefaction based on Performance levels of Shallow Foundation, Ph.D. Thesis of H. Shahir, Department of Civil Engineering, Sharif University of Technology ,2009
32.Analysis of Dynamic Behavior of Piles in liquefiable Soils, M.Sc. Thesis of A. Rahmani, Department of Civil Engineering, Sharif University of Technology, 2009
33.Numerical Modeling of Dynamic Compaction Operations in Sandy Soils for Proposing Print Spacing Pattern,M.Sc. Thesis of G. Jahangiri, Department of Civil Engineering, Sharif University of Technology, 2009
34.Study of the Behavior of Pile Groups in Clayey Soils Subjected to Lateral Loads, M.Sc. Thesis of A. Koohsari, Department of Civil Engineering, Sharif University of Technology, 2009
35.Comparison of the Performance of Different Boundary Conditions in Numerical Analysis of Dynamic Behavior of Earth Dams, M.Sc. Thesis of M. Emadi, Department of Civil Engineering, Sharif University of Technology, 2009
36.Dredging Code of Practice based on Environmental Considerations in Iran, Research Project for TransportationResearchCenter, Ministry of Roads and Transportations, Iran, 2009
37.Numerical Modeling of Ground Displacement due to Liquefaction-induced Lateral Spreading, M.Sc. thesis of Omid Ghassemi Fare, Department of Civil Engineering, Sharif University of Technology, 2010
38.Numerical Study of the effectiveness of Stone Columns on Increasing Bearing Capacity of the Ground, M.Sc. thesis of Ali Akbar Golestani, Department of Civil Engineering, Sharif University of Technology, 2010
39.Experimental Study of the Effect of Zeolite in bottom Clay Liner of Landfills for Absorbing Heavy Metals from Leachate, M.Sc. thesis of Seyed Ali Shodjaei, Department of Civil Engineering, Sharif University of Technology, 2010
40.Numerical Study of Laminar and Turbulent Fluid Flow in Fractured Porous Media, M.Sc. thesis of Reza Nayyer, Department of Civil Engineering, Sharif University of Technology, 2010
41.Numerical Modeling of Improvement of Saturated Ground using Dynamic Compaction Method, M.Sc. thesis of Saber Dadizadeh, Department of Civil Engineering, Sharif University of Technology, 2011
42.Applying a Temperature-dependent Constitutive Model for Coupled THM analysis of Saturated Soils, M.Sc. thesis of Kumars Afshari, Department of Civil Engineering, Sharif University of Technology, 2011
43.Modeling of Two-Phase Flow in Porous Media using Lattice-Boltzman Method, M.Sc. thesis of Bahman Sheikh, Department of Civil Engineering, Sharif University of Technology, 2012
44.Numerical Study of Sand Production in Oil Wells, M.Sc. Thesis of Babak Abbasi, Department of Civil Engineering, Sharif University of Technology, 2012
45.Parametric Study of Lateral Spreading Phenomenon in Liquefiable Sand Layers, M.Sc. Thesis of Sahand Seify, Department of Civil Engineering, Sharif University of Technology, 2012
46.Study of the Stability of Rubble Mound Breakwater Armor Units by Numerical Modeling, M.Sc. Thesis of Mohammad Sarfaraz, Department of Civil Engineering, Sharif University of Technology, 2012
47. Study of the Behavior of Circular Tunnel Linings subjected to Seismic Shear Waves, M.Sc. Thesis of Mohammad Motalebnejad, Department of Civil Engineering, Sharif University of Technology, 2012
48.Comparison among Constitutive Models for Numerical Simulation of Liquefaction Phenomenon, M.Sc. Thesis of Mohammad Ali Iranmanesh, Department of Civil Engineering, Sharif University of Technology, 2013
49.Numerical Study of the effects of Soil Lateral Spread on Coastal Structures, M.Sc. Thesis of Mahsa Khosrowjerdi, Department of Civil Engineering, Sharif University of Technology, 2013
50.Experimental and Numerical Study of Hydro-mechanical Behavior of Saturated Fine –grained Soils Subjected to EKG phenomenon, M.Sc. Thesis of Mohammad Shahsavand, Department of Civil Engineering, Sharif University of Technology, 2013
51.Numerical Analysis of Pile Dynamic Behavior in Liquefiable Layered Soils, M.Sc. Thesis of Omid Ghaffari-pour, Department of Civil Engineering, Sharif University of Technology, 2013
52.Investigating the Effects of the location of Phreatic Line on the Stability of Tailings Dams, M.Sc. Thesis of Nikoo Azimi, Department of Civil Engineering, Sharif University of Technology, 2013
53.Evaluation of efficiency of RK chromodynamic model for simulation of two-fluid flow in porous media, M.Sc. Thesis of Mohammad Sadeghi, Department of Civil Engineering, Sharif University of Technology, 2013
54.Numerical Simulation of the Behavior of Unsaturated Soils Using BBM in Flac Software, M.Sc. Thesis of Hojjat Mohammadi, Department of Civil Engineering, Sharif University of Technology, 2014
55.Numerical Modeling of the Liquefaction-induced Settlement of Shallow Footing Rested on non-Homogeneous sub-soil Strata, M.Sc. Thesis of Peyman Ayoubi, Department of Civil Engineering, Sharif University of Technology, 2014
56.Numerical Modeling of Hydro-fracture Stimulation of Oil/Gas wells using a fully coupled EFG-based analysis of two-phase fluid flow in the deformable reservoir. Ph.D. thesis of Soodeh Samimi, Department of Civil Engineering, Sharif University of Technology, 2014
57. Parametric Study of the behavior of Geosynthetic-Reinforced Soil Walls with Concrete Face using FLAC, M.Sc. Thesis of Amin Selseleh, Department of Civil Engineering, Sharif University of Technology, 2016
58. Study of the Variation of Maximum Shear Modulus of Unsaturated Soils under wetting/drying paths using Bender Element Test, M.Sc. Thesis of Parisa Shahbazan, Department of Civil Engineering, Sharif University of Technology, 2016
59. Numerical Study of the Effects of Silty interbedded layers on Liquefaction of Saturated Sandy Deposits, M.Sc. Thesis of Babak Moghaddam Ranjbaran, Department of Civil Engineering, Sharif University of Technology, 2017

HONORS AND AWARDS


1. Teaching excellence Award, Sharif University of Technology, 2011
2. Omar Khayyam Research Excellence Award, Scientia Iranica Journal, Sharif University of Technology, 2009
3. Teaching excellenceAward, Sharif University of Technology,2003
4. Teaching excellence Award, Sharif University of Technology, 2000
5. J. Gordin Kaplan Graduate Student Award from the University of Alberta, 1996
6. Ph.D. Scholarship Award from Ministry of Culture and Higher Education of Iran, 1992


MEMBERSHIP


1. International Society of Soil Mechanics and Geotechnical Engineering
2. Iranian Geotechnical Society
3. Iranian Hydraulic Society




CONSULTING EXPERIENCES


1. Project Manager of Coastal Bypass Road Project of Ramsar
2. Project Manager of "Parsian Industrial Port" Design
3. Project Manager of "Kish Island Coastal Zone and Environment Management Study"
4. Project Manager of “Integrated Coastal Zone Management Studies in Iran”, phase I
5. Project Manager of 10 Small Hydroelectric Power Plants
6. Project Manager of Bahmanshir upstream and downstream Dams
7. Project Manager of “Karoun Waterway: Training and Navigation”
8. Project Manager of “Qumrood River Training”
9. Project Manager of Assaluyeh Petrochemical Port (conceptual design phase)
10. Project Manager for increasing the capacity of Shahid Rajaee port for accepting Panamax and Cape size ships
11. Design engineer for QUAEN cement factory project (heavy stone crusher and connected buildings)
12. Design engineer for Defense Ministry administrative building project (Electronic Industries Division)
13. Design engineer for fishing harbors projects
14. Private consultant for designing of fire station, library building and retaining walls


TECHNICAL EXPERIENCES


1. Supervision of design and construction of harbors in executive department of ‘Ports and shipping organization’
2. Site engineer for Sharif housing complex
3. Site engineer for installation of sea water desalting plant project
4. Geotechnical studies for OROUMIEH Residential Complex Project site
5. Developing Software for Geotechnical Stress and Deformation Analysis
6. Member of the Committee for providing “Iranian Design Manual for Maritime Structures”

BOOKS


1.Dredging ( Vol. 1 Technical and Operational Issues, Vol. 2 Environmental Impacts), Transportation Research Institute, Ministry of Roads and Urban Development, 2012
2.Environmental Geotechnics, Sharif University Press, 2014


PUBLICATIONS


1. A. Pak and D.H. Chan, (1996): A Fully Implicit Thermal-hydro-mechanical Fracture Finite Element Model for Modeling Hydraulic Fracturing in Oilsand, Proceedings of 47thATM, Petroleum Society of CIM, Calgary, Alberta, June 10-12, 1996
2. A. Pak, (1997): Numerical Modelling of Hydraulic Fracturing, Ph.D. Thesis, Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Alberta, Canada, 1997
3. D.H. Chan and A. Pak, (1998): Numerical Modelling of Hydraulic Fracturing in a Porous Medium, International Conference on Geomechanics/ Ground Control in Mining and Underground Construction, Wollongong, Australia, 1998
4. A. Pak and a. Sheikh Ansawri, (1998): Role and Importance of Environmental issues in Dredging Projects, 3rdInternational Conference on Ports and Marine Structures, Tehran, Iran, 1998 (in Persian)
5. A. Pak, S.A. Sadrnezhad, and A. Nouri, (1999): Influence of the Effective Initial Principal Stresses on Hydraulic Fracture in Soils, Scientia Iranica, Vol.6, No. 3&4 , Fall 1999
6. A.Pak, and I. Ashayeri, (2000): A neural Network Based Model for Evaluation of Permeability of Cohesionless Soils, 5thInt. Conference on Civil Engineering, Mashad, Iran, 8-10 May, 2000
7. A. Pak, and F. Lotfi Azad, (2000): Interaction between Pore Pressures and Deformations in Saturated Porous Media with Compressible Solid and Fluid Phases , 5thInt. Conference on Civil Engineering, Mashad, Iran, 8-10 May, 2000 (in Persian)
8. A. Pak, and M. Ebrahimi, (2000): The Effects of Layered Subsoil on P-Y Curves for Analysis of Piles under Lateral Loads, 5thInt. Conference on Civil Engineering, Mashad, Iran, 8-10 May, 2000 (in Persian)
9. A.Pak, (2000): Management of the Dredged Materials from the viewpoint of Environmental Geotechnics, 4th Int. Conference on Coasts, Ports and Marine Structures, Bandar Abbas, Iran, (In Persian)
10. S.M. Mousavi, B. Gatmiri , A. Pak, and M.H. El Naggar (2000): Analysis of Land Subsidence Due to Groundwater Withdrawal Considering Unsaturated Layers, Proc. 53rd Canadian Geotechnical Conference, Montreal, Quebec, Oct. 15-18, 2000, Vol.2, pp. 1153-1160
11. A. Nouri and A. Pak (2002): Numerical Evaluation of Hydraulic Fracturing Pressure in a Two-Phase Porous Medium, International Journal of Engineering, Vol.15, No.2, pp.125-134
12. A. Pak, and M. N. Oliaei (2001): Dredging Projects in Iran and Environmental management of the dredged Materials, Proceeding of the 5th International Conference on Coasts, Ports, and Marine Structures, Ramsar, Iran
13. A. Pak, and I. Ashayeri (2002): Predicting Compacted Clay's Hydraulic Conductivity by Neural Networks, Proceeding of the 2nd Canadian Specialty Conference on Computer Applications in Geotechnique, Winnipeg, Canada
14. A. Komakpanah, A. Nouri, A. Pak, H. Vaziri, and M.R. Islam (2002): Evaluation of Hydraulic Fracturing Pressure in a Porous Medium by using Finite Element Method, Energy Sources (Part A), vol.24, no.8, pp. 715-724
15. A. Pak, and H. Shahir (2002): Numerical Modeling of Dynamic Consolidation in Saturated Soils, Proceeding of the 1st Ground Improvement Conference", Tehran, Iran, (In Persian)
16. A. Pak, and I. Ashayeri (2002): Evaluation of the Hydraulic Conductivity Coefficient for Compacted Clay Liners,Proceeding of the 1st Ground Improvement Conference", Tehran, Iran, (In Persian)17. K. Moradi Hersini, and A.Pak (2002): Site selection for engineered Sanitary landfills in GilanProvince using regional Screening Method, Proceeding of the 6th conference of the Geological Society of Iran, Kerman, (In Persian)
18. H. Shahir and A. Pak (2002): Numerical Modeling of Liquefaction Phenomenon in the foundation of Dams, Proceeding of the 3rd International Conference on Geotechnical Engineering and Soil Mechanics of Iran, Tehran, (In Persian)
19. H. Shahir, A. Pak, and D. Chan (2002): Evaluation of Liquefaction Potential Using a Fully Coupled Dynamic Numerical Approach, Proceeding of the 55th Canadian Geotechnical Conference, Niagara Falls, Canada
20. A. Pak and H. Naghavi (2002): Study of the Dredging Alternatives for Karoun River for Inland Navigation, Proceeding of the 6th International Conference on River Engineering, Ahvaz, Iran, (In Persian)
21. A. Pak, and A. Sharghi (2003): Numerical Analysis of Geotextile Reinforced Silty Sand Embankment on Soft Clay, Proceeding of the 56th Canadian Geotechnical Conference, Winnipeg, Canada
22. A. Pak, and A. Sharghi (2003): The effect of Geometry on the Behavior of Geotextile reinforced Silty Sand Embankments, Proceeding of the International Workshop on Geotechnics of Soft Soils, Holland
23. A. Pak and M.R. Shakeri (2003): Analysis of the flexible Retaining Wall Behavior Considering its interaction with Non-cohesive backfill, Proceeding of the 6th International Conference on Civil Engineering, Isfahan, Iran, (In Persian)
24. A. Pak, and M. Zamani-Nejad (2003): Stress-Deformation Analysis in Unsaturated Soils considering the nonlinear behavior of pore fluid, Proceeding of the National Conference on Hydropower Plants of Iran", Tehran, (In Persian)
25. A. Pak, and H. Ghiabi (2004) : Evaluation of the Performances of the Impermeable Liner Systems for Prevention of Environmental Damages of Copper Extraction by Heap Leaching Method, 1st National Congress on Civil Engineering, Sharif University of Technology, Tehran, Iran, (In Persian)
26. A. Pak and M. Taiebat (2004):A fully Coupled Dynamic Analysis of VELACS Experiment No.1 Using a Critical State Two-Surface Plasticity Model for Sand, Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada
27. M. Taiebat and A. Pak, (2004): Application of a Two-Surface Critical State Plastic Constitutive Model for Liquefaction Modeling, 1st National Congress on Civil Engineering, Sharif University of Technology, Tehran, Iran, (In Persian)
28. S.S. Yasrobi, A.Pak, and R. Hooshmandan, (2004): Numerical modeling of Dynamic Compaction in Granular Soils, 1st National Congress on Civil Engineering, Sharif University of Technology, Tehran, Iran, (In Persian)
29. A.Pak and D.H. Chan (2004): A fully Implicit Single Phase T-H-M Fracture Model for Modelling Hydraulic Fracturing in Oil Sands, Journal of Canadian Petroleum Technology, Vol. 43, No.6, pp.35-44
30. M. Taiebat and A. Pak (2004): Liquefaction Modeling Using a Fully Coupled Dynamic Numerical Approach and a Two-Surface Critical State Plasticity Model for Sands, Proceedings of the International Conference on Geotechnical Engineering, Beirut
31. H. Ghiabi and A. Pak (2004): Numerical Study of Effective Factors on the Chemical Transport through Composite Liners, Proceedings of Numerical Models in Geomechanics-NUMOG IX- Pande &Pietruszczak (eds.), pp.375-380
32. A.Pak (2004): Integrated Coastal Zone Management, Necessities, World Status, and the Actions Taken in Iran, Proc. of the Sixth International Conference on Coasts, Ports, and Marine Structures (ICOPMAS), Tehran (In Persian)
33. A. Pak, H. Shahir, and A. Ghassemi (2005): Behavior of Dry and Saturated Soils Under Impact Load During Dynamic Compaction, Proceedings of 16ICSMGE (16th International Conference on Soil Mechanics and Geotechnical Engineering), Osaka, Japan
34. A. Azad, S.S. Yasrobi, A. Pak, (2005): Active Lateral Earth Pressure Distribution During Earthquake, Proceeding of the 58thCanadian Geotechnical Conference, GEOSASK 2005
35. M.R. Moslemi, M. Vossoughi, A. Pak, M.T. Jafarzadeh (2005): The Effects of Environmental Factors on Biological Remediation of Petroleum Hydrocarbon Contaminated Soil, Water and Wastewater, No. 55 (in Persian)
36. R. MahinRoosta, M.H. Sadaghiani, A. Pak, (2005): Strength Reduction Technique in Stability Analysis of Jointed Rock Slopes, Int. Journal of Civil Engineering, Vol. 3, No. 3 & 4, pp.152-166
37.A. Azad, S.S. Yasrobi, A. Pak, (2005): Lateral Earth Pressure on Geosynthetic Reinforced Soil Walls during Earthquake, Proceedings of International Conference on the Use of Geosyntheticsin Soil Reinforcement and Dynamics (Sep. 2004), pp. 479-487, Dresden, Germany
38. A. Pak, M. Farajzadeh, F. Majd (2005): Towards Integrated Coastal Zone Management in Iran, Proceedings of the 1st International Conference on Coastal Zone Management and Engineering, Dubai, UAE
39. R. Mahinroosta, M.H. Sadaghiani, A. Pak and Y. Saleh (2006): Rock Joint Modeling Using a Visco-plastic Multi-laminate Model at Constant Normal Load Condition, Journal of Geotechnical and Geological Engineering, vol.24, pp.1449-1468
40. A. Pak, M. Tajrishi, H. Taheri Shahraeini, (2006): Classification of Industrial Solid Wastes and its importance in Recycling and Selection of Landfill Type, Sharif Journal of Science and Technology, No.33, pp.55-66 (in Persian)
41. A. Pak, (2006): Challenges for Establishment of Integrated Coastal Zone Management (ICZM) along Iran's Coastlines, Proceedings of 7th International Conference on Coasts, Ports, and Marine Structures, Tehran (in Persian)
42. A. Pak and A. Nabizadeh (2006): Application of a Critical State Plasticity Constitutive Model with Fabric Effects, Proceedings of 7th International Civil Engineering Congress, Tarbiat Modares University, Tehran (in Persian)
43. A. Pak and A. Ghassemi, (2006): Numerical Modeling of Improvement of Dry and Saturated Soils by Dynamic Compaction, Proceedings of 7th International Civil Engineering Congress, Tarbiat Modares University, Tehran (in Persian)
44. A. Pak and A. BazrAfshan, (2006): Study of Interaction between Flexible Retaining Wall and Saturated Clayey Backfill in Undrained Condition, Proceedings of 7th International Civil Engineering Congress, Tarbiat Modares University, Tehran (in Persian)
45. A. Azad, S.S. Yasrobi, A. Pak, (2006):Effect of Flexibility of Cover on Dynamic Behavior of Reinforced-Soil Walls,Proceedings of 7th International Civil Engineering Congress, Tarbiat Modares University, Tehran (in Persian)
46. A. Azad, S.S. Yasrobi, A. Pak, (2006):Dynamic Behavior Assessment of Geosynthetic Reinforced Soil Walls, Proceedings of Eight International Conference on Geosynthetics, Vol. 4, pp. 1503-1506,Yokohama, Japan
47. A. Bazrafshan, and A. Pak, (2006): Numerical Modeling of Interaction Between Flexible Retaining Wall and Saturated Clayey Soil in Undrained and Drained Conditions, Proceedings of Fourth International Conference on Soft Soil Engineering, Vancouver, Canada
48. M. Taiebat, H. Shahir, A. Pak, (2007): Study of Pore pressure Variation During Liquefaction Using Two Constitutive Models for Sands, Journal of Soil Dynamics and Earthquake Engineering, Vol.27, No.1, pp.60-72
49. A. Pak and S. Samimi, (2007): Numerical Modeling of Self-weight Consolidation of Slurry Soils Under Water, Proceedings of the Third National Civil Engineering Congress, Tabriz, Iran, (In Persian)
50. A. Pak and M. Nabi pour, (2007): Seepage Analysis and Design of Drainage Systems in Tailing Dams, Proceedings of the Third National Civil Engineering Congress, Tabriz, Iran, (In Persian)
51. A. Pak and M. Sharafinia, (2007): Bearing Capacity Analysis of Compacted Aggregate Piers by Numerical Modeling,Proceedings of the Third National Civil Engineering Congress, Tabriz, Iran, (In Persian)
52. M. Bahador and A. Pak (2007): Small Strain Shear Modulus of Cement Admixed Clays, Proceedings of the 1st International Conference of EACEF, Jakarta, Indonesia
53. A. Azad, S.S. Yasrobi, A. Pak, (2007): Seismic Active Earth Pressure Distribution History behind Rigid Retaining Walls, Journal of Soil Dynamics and Earthquake Engineering, vol. 28, 2008
54. A. Pak and M. Farajzadeh, (2007): Integrated Coastal Management in Iran, Persian Gulf, Oman Sea, and Southern Caspian Sea Coastlines, Ocean and Coastal Management, vol. 50, pp.754-773
55. R. Hooshmandan, S.S. Yasrobi, A. Pak, (2007): Prediction of Soil Improvement Depth in Dynamic Compaction Treatment Based on Tamper penetration Measurements, Modarres Technical & Engineering Journal, NO. 27 (In Persian)
56. A. Azad, S.S. Yasrobi, A. Pak, (2007): Pseudo-dynamic Analysis of Geosynthetic-Reinforced Soil Walls using Horizontal slice Methods, Amir Kabir journal, vol.18, J-67
57. A. Osouli, A. Pak (2008): Effects of Solar Energy on the Mechanical Properties of Tailings in Tailing Dams, Proceedings of GeoCongress 2008, ASCE Geotechnical Special Publication NO. 179
58. A. Pak, A. Haj Momeni, F. Majd, (2008): Commencement of Integrated Coastal Management movement in Iran: Coastlines of Kish Island, 8th International Conference on Coasts, Ports, and Marine Structures, Tehran, 2008, (In Persian)
59. A. Pak and D.H. Chan (2008): Numerical Modeling of Hydraulic Fracturing in Oil Sands, Scientia Iranica, vol.15, NO. 5.60. A. Pak and S. Samimi (2009): Study of Clay Slurry Consolidation Process by Numerical Modelling, Sharif Research Quarterly, no.46/1 (In Persian)
61. M. Norouz Oliaei and A. Pak, (2009): Element-Free Galerkin Meshless Method for Fully Coupled Analysis of Consolidation Process, Scientia Iranica, vol. 16. no.1
62. A. Pak and D. H. Chan (2009): Effects of Permeability and Cementation on the Pattern of Hydraulically Induced Fractures in Oil sands, Journal of Energy Sources (Part A), vol. 31, no.2
63. F. Arfaei Malekzadeh, and A. Pak (2009): A Discretized Analytical Solution for Fully Coupled Non-linear Simulation of Heat and Mass Transfer in Porous Unsaturated Media, Int. J. for Numerical and Analytical Methods in Geomechanics, vol.33, no.13
64. A. Ghassemi, A. Pak, and H. Shahir, (2009): A Numerical Tool for Design of Dynamic Compaction Treatment in Dry and Moist Sand, Iranian Journal of Science and Technology, vol.33 B4
65. H. Shahir, and A. Pak, (2009): Numerical Investigation of the effects of soil densification on the reduction of Liquefaction-induced Settlement, Scientia Iranica, vol. 16, no.4
66. A. Ghassemi, A. Pak, and H. Shahir (2009): Validity of Menard Relation in Dynamic Compaction Operations, Ground Improvement, no.16267. M. Norouz Oliaei, K. Soga, and A. Pak, (2009): Some Numerical Issues using Element-Free Galerkin Meshless Method for Coupled Hydro-mechanical Problems, Int. J. for Numerical and Analytical Methods in Geomechanics, vol.33, no.7
68. A. Pak, S. Dashtara (2009): Bearing Capacity Analysis of Semi-deep (RAP) Foundations by Numerical Modeling , 8th International Congress on Civil Engineering, 11-13 May 2009, Shiraz, Iran (in Persian)
69. A. Pak, Z. Zahmatkesh, (2009):Hydraulic Behaviour of Non-Woven Geotextiles subjected to various Confining Pressures and Hydraulic Gradients, 8th International Congress on Civil Engineering, 11-13 May 2009, Shiraz, Iran (in Persian)
70. H. Shahir, and A. Pak, (2009): Variation of Permeability during Liquefaction and its Effects on Seismic Response of Saturated Sand Deposits, 8th International Congress on Civil Engineering, 11-13 May 2009, Shiraz, Iran
71. H. Shahir and A. Pak, (2009):Use of a Fully Coupled Analysis for Evaluation of Performance of Footingson Liquefiable and Densified Subsoil,Proceedings of IS-Tokyo, 15-18 June 2009, Tokyo
72. A.Pak and S. Samimi (2009): Three-dimensional Desiccation Modeling of Very Soft Soils, Proceeding of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, M. Hamza et.al. (Eds.), Cairo, Egypt, 2009
73. A. Ghassemi and A. Pak (2009): Meso-scale Study of Permeability of Particulate Media Using Lattice Boltzman Method, Proceedings of the International Conference on Particle-Based Methods (Particles 2009), E. Onate and D.R. Owen (Eds.), CIMNE, Barcelona, Spain, 2009
74.A. Pak and H. Shahir (2009): Evaluating the Effectiveness of Soil Densification for Mitigating the Liquefaction-Induced Settlement of Buildings, Proceedings of a U.S.-Iran Seismic Workshop, Irvine, California, PEER Report 2009-02, October 2009
75.A. Ghassemi, A. Pak, and H. Shahir (2010): Numerical Study of the Coupled Hydro-mechanical effects in Dynamic Compaction of Saturated Granular Soils, Computers and Geotechnics, Vol.37, No.1-2, pp.10-24
76.H. Shahir and A. Pak (2010): Estimation of Liquefaction-induced Settlement of Shallow Foundations by Numerical Approach, Computers and Geotechnics, vol.37, pp.267-279
77.A. Pak and A. Rahmani (2010): Analysis of Dynamic Behavior of Pile Foundations in Liquefiable Soils, Proceedings of 5th National Congress on Civil Engineering, Mashad, Iran
78. G. Jahangiri and A. Pak (2010):Numerical Study of the effects of Energy, Momentum, and tamper Radius and Soil Initial Relative Density on Soil Improvement by Dynamic Compaction , Proceedings of 5th National Congress on Civil Engineering, Mashad, Iran
79.A. Pak and A. Ghassemi, (2010): Numerical Simulation of Two-Fluid Flow through Particulate Media using Lattice Boltzman Method, Proceedings of the 4th Int. Conference of Soil Mechanics and Geotechnical Engineering of Iran, Tehran
80. G. Jahangiri, A. Pak, and A. Ghassemi (2010): A novel Numerical Method for Determination of Print Spacing in Dynamic Compaction Operation of Dry Sand, Proceedings of the 4th Int. Conference of Soil Mechanics and Geotechnical Engineering of Iran, Tehran
81.A. Pak, O. Ghassemi Fare (2010): Numerical Modeling of Lateral Spreading Phenomenon and evaluating the effect of earthquake acceleration on its characteristics,Proceedings of the 4th Int. Conference of Soil Mechanics and Geotechnical Engineering of Iran, Tehran (In Persian)
82. A. Shodjaei, M. Vosoughi, and A. Pak (2010), An Experimental Study on the effects of adding Zeolite to Bottom Clay Liners of Landfills to absorb Zn and Mg Ions from Landfill Leachate, Proceedings of the 4th National Conference and Exhibition on Environmental Engineering, Tehran (in Persian)
83.A. Pak and R. Nayyer (2010): Analytical Study on the effects of Turbulency on Flow in Saturated Fractured Rocks, Proceedings of the 9th Hydraulics Conference of Iran (In Persian)
84. A.R. Khoei, M. Anahid, M. Zarinfar, A. Ashori, and A. Pak (2011): A large Plasticity Deformation of Unsaturated Soil for 3D Dynamic Analysis of Lower San-Fernando Dam, Asian Journal of Civil Engineering, Vol.12, No.1
85.A. Pak, H. Shahir, and O. Ghassemi Fare (2011): Numerical Modeling of the Liquefaction-induced Settlements of Buildings and Lateral Spreading in Urban Areas,Seismic Risk Management in Urban Areas, Proceedings of a U.S.-Turkey-Iran Seismic a, Istanbul, Turkey, PEER Report 2011/107
86.A. Ghassemi, A. Pak, (2011): Pore Scale Study of Permeability and Tortuosity for Flow through Particulate Media Using Lattice Boltzman Method, International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 35, pp.886-901
87.A. Pak and F. Majd, (2011): Integrated Coastal Management Plan in Free Trade Zones, A Case Study, Ocean and Coastal Management, Vol.54, Issue 2, pp.124-136
88. A. Ghassemi, and A. Pak (2011): Numerical Study of Factors Influencing Relative Permeabilities of Two Immiscible Fluids Flowing through Porous Media using Lattice Boltzman Method, Journal of Petroleum Science and Engineering, vol. 77, pp.135-145
89. A. Shodjaei, A. Pak, and M. Vosoughi (2011): Effects of Leachate Quality Factors on the Absorption of Zn and Mg ions by Clay Liner of Solid Waste Landfills, proceedings of 6th National Congress of Civil Engineering, Semnan, Iran (In Persian)
90. A. Pak and M. Nabipour (2011): Effect of Type of Tailings on Seepage through Tailing Dams using Unsaturated Soil Principles,Proceedings of6th National Congress of Civil Engineering, Semnan, Iran (In Persian)
91. A. Ghassemi and A. Pak (2011): Coupled Lattice Boltzman- Discrete Element Method for Numerical Modeling of Sand Production, Proceedings of II International Conference on Particle-based Methods (Particles 2011, Onate & Owen, Editors), Barcelona, Spain
92. M. Bahador and A. Pak (2011): Small-Strain Shear Modulus of Cement-Admixed Kaolinite, Geotechnical and Geological Engineering, DOI 10.1007/s10706-011-9458-1
93. A. Rahmani and A. Pak (2011): A Parametric Study on Seismic Performance of Piles Embedded in Two-Layered Liquefiable Ground, Proceedings of 2011 Pan-Am CGS Geotechnical Conference, Toronto, Canada
94. O. Ghassemi Fare, A. Rahmani and A. Pak (2011): Numerical Simulation of Soil Settlement in Liquefiable Ground, Proceedings of 2011 Pan-Am CGS Geotechnical Conference, Toronto, Canada
95.O. Ghassemi Fare and A. Pak (2011): Numerical Analysis of Liquefaction-induced Lateral Spreading Phenomenon and Investigation of the Effect of Ground Slope and Liquefiable Soil Thickness on Lateral Displacement, Proceedings of 2011 Pan-Am CGS Geotechnical Conference, Toronto, Canada
96. A. Pak, Z. Zahmatkesh (2011): Experimental Study of Geotextile’s Drainage and Filtration Properties under Different Hydraulic Gradients and Confining Pressures, International Journal of Civil Engineering, Vol.9, No.2, pp.97-102
97. A. Rahmani and A. Pak (2012): Dynamic Behavior of Pile Foundations under Cyclic Loading in Liquefiable Soils, Computers and Geotechnics, Vol. 40, pp. 114-126
98. H. Shahir, A. Pak, M. Taiebat and B. Jeremic, (2012): Evaluation of Variation of Permeability in liquefiable Soil under Earthquake Loading, Computers and Geotechnics, Vol. 40, pp.74-88
99. A. Rahmani, O. Ghasemi Fare, A. Pak (2012): Investigation of the influence of permeability coefficient on the numerical modeling of Liquefaction Phenomenon, ScientiaIranica : Transaction A, 19(2), 179-187
100. M. Hassan zadeh, A. Danehkar , A. Pak (2012): Application of Delphi Method for Criteria Selection in Site Survey of Oil Jetties in Iran, Environment and Natural Resources Research, Vol. 2, No.1, pp. 119-128
101. A. Pak, S. Dadizadeh, A. Ghassemi, (2012): Evaluation of the Effectiveness of Dynamic Compaction Treatment in Saturated Soils Using a Coupled Dynamic Hydro-Mechnical FE Model, Proceedings of the 9th International Congress on Civil Engineering, Isfahan University of Technology, Isfahan, Iran
102. A. Pak, M. Sarfaraz, (2012): Numerical Study of the Characteristics of Surface Waves Generated by Submarine Landslide, Proceedings of the 9th International Congress on Civil Engineering, Isfahan University of Technology, Isfahan, Iran
103. A. Pak, K. Afshari, (2012): Numerical Simulation of ATLAS in-situ test Using a New Two-Surface Thermo-Plastic Constitutive Model, Proceedings of the 9th International Congress on Civil Engineering, Isfahan University of Technology, Isfahan, Iran
104. A. Pak, A. Samimi, (2012): Three-Dimensional Modeling of Coupled Hydro-Mechanical Problems Using EFG Meshless Method, Proceedings of the 9th International Congress on Civil Engineering, Isfahan University of Technology, Isfahan, Iran
105. A. Pak, B. Sheikh (2012):Numerical Study of the Effects of Capillary and Relative Permeability on Two-Phase Flow Using Lattice- Boltzmann Method, Proceedings of the 9th International Congress on Civil Engineering, Isfahan University of Technology, Isfahan, Iran
106. A. Pak, M. Sarfaraz (2012): Numerical Analysis of the Stability of Breakwater Armor Units due to Sea Wave Attacks, Proceedings of the 10th International Conference on Coasts, Ports, and Marine Structures (ICOPMAS 2012), Tehran, Iran
107. S. Samimi, A. Pak (2012): Three-dimensional simulation of fully coupled hydro-mechanical behavior of saturated porous media using Element Free Galerkin (EFG) method, Computers and Geotechnics, vol. 46, 75-83
108. A. Pak, and O. Ghasemi Fare (2012), A Numerically Derived Relation for Estimating Liquefaction-induced Lateral Spreading, Proc. 2nd International Conference on PBD in Earthquake Geotechnical Engineering, Taormina, Italy, Paper 6.05
109. A. Pak and S. Samimi, (2012): Evaluation of Different Approaches of Predicting Crack Pattern in Hydraulic Fracture Treatments of Oil Reservoirs and Proposing a New Approach, Petroleum Research, Vol. 72 , pp.58-73 (in Persian)
110. S. Samimi, A. Pak, (2013): Numerical modeling of two-phase fluid flow in non-deforming media using Element Free Galerkin (EFG) method, 7th National Congress of Civil Engineering, University of Sistan and Baluchistan, Zahedan, Iran
111. A. Pak, M. Motallebnejad (2013): Study of elastic/plastic deformations of deep circular tunnel linings subjected to earthquake loading, 7th National Congress of Civil Engineering, University of Sistan and Baluchistan, Zahedan, Iran (in Persian)
112. A. Pak, S. Seifi, A. Ghassemi (2013): Numerical Investigation of the Effects of Geometrical and Loading Parameters on Lateral Spreading Behavior of Liquefied Layer, Acta Geotechnica, DOI 10.1007/s 11440-013-0248-1
113. A. Pak, and M. Sarfaraz (2013): A Novel Force-based Approach for Designing Armor Blocks of High-Crested Breakwaters, Scientia Iranica, Accepted for publication
114. A. Pak, and B. Sheikh (2013): Study of Relative Permeability Variation During Unsteady Flow in Unsaturated Reservoir Rock Using Lattice Boltzmann Method, Proc. 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris
115. A. Pak, and M. Sarfaraz (2014): Evaluation of the Stability of Armor Layer of High-crested Breakwaters by Numerical Modeling, Sharif Journal of Science & Technology, Accepted for publication (in Persian)
116. F. Behruz Sarand, M. Hajialilu, and A. Pak, (2014): Numerical modeling of the concrete liner upheaval damage of the main water-supply canal of Tabriz area, Civil and Environmental Engineering Magazine of Tabriz University, Vol. 43, No. 4 (in Persian)
118. A. Pak, and M. Sarfaraz, (2014): Lattice Boltzmann Method for Simulating Impulsive Water Waves Generated by Landslides, Scientia Iranica, 21(2), 318-328
119. S. Samimi and A. Pak(2014): A Novel Three-Dimensional Element Free Galerkin (EFG) Code for Simulating Two-Phase Fluid Flow in Porous Materials,Engineering Analysis with Boundary Elements, vol.39, 53-63
120. M.N. Oliaei, A. Pak, and K. Soga (2014): A coupled hydro-mechanical analysis for prediction of hydraulic fracture propagation in saturated porous media using EFG mesh-less method, Computers and Geotechnics, vol. 55, 254-266
121. H. Mohammadi and A. Pak (2014): Numerical Modeling of the behavior of unsaturated soils subjected to constant and variable suction, Proceedings of 2nd National Conference on Geotechnical Engineering, Kermanshah, Iran (in Persian)
122. P. Ayoubi and A. Pak (2014): Numerical Study on the Effects of Maximum Earthquake Acceleration and Depth of the Liquefied Layer on the Settlement of Shallow Footings rested on Two-layered Soils subjected to Earthquake Loading, Proceedings of the 8th National Congress on Civil Engineering, Babol, Iran (in Persian)
123. S. Samimi, A. Pak (2014): EFG mesh-less method for coupled hydro-mechanical analysis of unsaturated porous media, Proceedings of International Conference on Unsaturated Soils: Research & Applications, (Khalili, Russel,and Khoshghalb Editors), Sydney, Australia
124. S. Sasar, A. Pak and S. Dashtara (2014): A New Approach for Studying the Load-Displacement Characteristics of Rammed Aggregate Piers, Institution of Civil Engineers (ICE), paper 1300057, http://dx.doi.org/10.1680/grim.13.00057
125. A. Pak and S. Samimi (2015): 3D Simulation of Propagation of Hydraulically Driven Fractures in Oil Reservoirs using EFG mesh-less Method Considering Coupled Hydro-mechanical Effects, Proceedings of Computer Methods and Recent Advances in Geomechanics (Oka, Murakami, Uzuoka & Kimoto Editors), Kyoto, Japan
126. A. Pak and N. Azimi, (2015): The Effect of Soil-Atmosphere interaction on the location of the Phreatic Surface and Stability of Tailings Dams, Sharif Scientific Journal, accepted for publication (in Persian)
127. Ayoubi, P. and A. Pak, (2015): Evaluation of the Effects of Different Factors on Settlement of Shallow Foundations Rested on Two-layered Liquefiable Soils under Cyclic Loadings, Sharif Scientific Journal, accepted for publication (in Persian)
128. S. Samimi and A. Pak (2015): A three-dimensional mesh-free model for analyzing multi-phase flow in deforming porous media, Meccanica, DOI 10.1007/s 11012-015-0231-z
129. B. Sheikh and A. Pak (2015): Numerical investigation of the effects of porosity and tortuosity on soil permeability using coupled three-dimensional discrete-element method and Lattice Boltzmann method, Physical Review E 91,053301
130. A. Ghassemi and A. Pak (2015): Numerical Simulation of Sand Production Experiment Using a Coupled Lattice Boltzmann-Discrete Element Method, Journal of Petroleum Science and Engineering, 135, 218-231
131. P. Shahbazan, A. Khosravi, A. Pak (2015): Experimental Investigation on the effect of the variation of effective stress on Maximum Shear Modulus of Unsaturated Sand along the drying path, Proceedings of the Second National Conference on Soil Mechanics and Foundation Engineering, Qum Technical University, Sep. 2015 (In Persian)
132. A. Pak, B. Abbasi, B. Rouhbakhsh, A. Selseleh (2015): Numerical Modeling of Sand Production in Oil Wells considering Geomechanical Effects, Proceedings of the First National Conference on Petroleum Geomechanics, 12-14 May 2014, Tehran (In Persian)
133. M. Khosrojerdi and A. Pak (2015): Numerical Investigation on the Behavior of the Gravity Waterfront Structures under Earthquake Loading, Ocean Engineering, 106, 152-160
134. A. Pak, P. Ayoubi, H. Shahir (2016): A Performance-based Approach to Design of Shallow Foundations Rested on Heterogeneous Subsoil Prone to Liquefaction Hazard, Geo-China 2016 (accepted for oral presentation)
135. S. Samimi and A. Pak (2016): A Fully-Coupled Element-Free Galerkin Model for Hydro-Mechanical Analysis of Advancement of Fluid-Driven Hydraulic Fractures in Porous Media, International Journal for Numerical and Analytical Methods in Geomechanics, DOI: 10.1002/nag.2525
136. A. Khosravi, M. Rahimi, P. Shahbazan, A. Pak, A. Gheibi (2016): Characterizing the Variation of Small Strain Shear Modulus for Silt and Sand during Hydraulic Hysteresis, E-UNSAT 2016, accepted manuscript
137. Hadi Shahir, Ali Pak, Peyman Ayoubi (2016): A Performance-based Approach for Design of Ground Densification to Mitigate Liquefaction, Soil Dynamics and Earthquake Engineering, 90 (2016) 381-394
138. Omid Ghassemi Fare, Ali Pak (2016): Numerical Investigation of the Effects of Geometric and Seismic Parameters on Liquefaction-Induced Lateral Spreading, Soil Dynamics and Earthquake Engineering, 89 (2016) 233-247
139. Ali Pak, Farhad Majd, Maryam Mohammadi (2016): Resiliency via Integrated Coastal Zone Management in Kish Island, Scientia Iranica, A (2016) 23 (4), 1708-1718
140. Boris Kolev, Mahdi Taiebat, Arcesio Lizcano, Ali Pak (2016): Numerical Simulation of the Scale Effect on Particle Breakage in Rock-fill Dams, Proceedings of GEOVANCOUVER 2016, Vancouver
141. Ali Khosravi, Mehrzad Rahimi, Parisa Shahbazan, Ali Pak, Amin Gheibi (2016): Characterizing the Variation of Small Strain Shear Modulus for Silt and Sand During Hydraulic Hysteresis, Proceedings of E-UNSAT 2016, Paris
142. Mohammad Sarfaraz, Ali Pak (2016): Numerical Modelling of Solitary Wave Loads on Coastal Bridges using SPH, Proceedings of International Conference of Coasts, Ports, and Marine Structures- ICOPMAS 2016, Tehran
143. Ali Pak, Hadi Shahir, Peyman Ayoubi (2016): A Performance-based Approach to Design of Shallow Foundations Rested on Heterogeneous Subsoil Prone to Liquefaction Hazard, GEOCHINA 2016
144. Amin Selseleh, Ali Pak (2016): Study of the Effects of the stiffness of Toe and Connections on the behavior of GRS walls using Flac, 5th international Conference of Geotechnical Engineering and Soil Mechanics, Tehran 1395 (In Persian)
145. Hadi Sadeghian, Aghil Hajmomeni, and Ali Pak (2016): Evaluating the Validity of ISWM Project Results in the Caspian Sea Using Recent Field Measurement Data, Proceedings of International Conference of Coasts, Ports, and Marine Structures- ICOPMAS 2016, Tehran
146. Ali Pak (2017): Numerical Simulation of Hydraulic Fracturing in Hydrocarbon Reservoirs, An Overview, 2nd national Conference on Petroleum Geomechanics, NIOC Exploration Directorate, Jan. 2017, Tehran (In Persian)
147. Omid Ghassemi Fare, Ali Pak (2017): Prediction of Lateral Spreading Displacement on Gently Sloping Liquefiable Ground, Proceeding of GEOFRONTIERS, ASCE 2017
148. Mohammad Sarfaraz, Ali Pak (2017): SPH Numerical Simulation of Tsunami Forces impinged on Bridge Superstructures, Coastal Engineering, 121(2017) 145-157
149. Peyman Ayoubi, Ali Pak (2017): Liquefaction-Induced Settlement of Shallow Foundations on Two-Layered Subsoil Strata, Soil Dynamics and Earthquake Engineering, 94 (2017) 35-46