Seyed Abolhassan Naeini

PhD Full Professor Civil Engineering - Soil & Fundemental


+98 28 33901102
naeini [at] eng . ikiu . ac . ir
1955
419
Persian Version (فارسی)

Room 419, Civil Engineering - Soil & Fundemental, Faculty of Technical & Engineering, Imam Khomeini International University, Qazvin, Iran

Documents and field of educations

Row Title and level of the course From Till Place of education Related file Related link
1 Ph.D. in Geotechnical Engineering 1996 2000 Iran University of Science and Techology,Iran ---
2 M.S. in Geotechnical Engineering 1982 1984 New Jersey Institute of Technology,USA ---
3 B.S.in Civil Engineering 1978 1982 New Jersey Institute of Technology,USA ---

Teaching experiences

Row Tittle of teaching courses From Till Place of teaching Related file Related link
1 Specialist training courses for guardian structures 2007 2008 Iranian Organization for Engineering Order of Building View Link
2 Professional Coursses on Foundation Engineering 2006 2007 Iranian Organization for Engineering Order of Building View Link
3 Investigation of Reports on Geotechnical Studies of Projects 2007 2010 Iranian Organization for Engineering Order of Building View Link

Scientific and researching experiences

Row Research tittle Beginning date Termination date Institute/Organization Related file Related link
1 Determination of subgrade reaction model of clayey soil based on SPT and PLT resultes (Qazvin alumni study) 2012 2013 Imam Khomeini International University, Qazvin, Iran. View Link
2 The Effect of Sample Preparation of Sand on Steady-State Line. 1997 1998 Iran University of Science and Techology, Tehran, Iran ---
3 Design and Construction of Liquefaction Cell 1997 1998 Iran University of Science and Techology, Tehran, Iran ---
4 Effect of Laboratory Parameters on Liquefaction Potential of Silty Sand 1997 1998 Iran University of Science and Techology, Tehran, Iran ---
5 Undrained Shear Strength of Silty Sand Soils Using Piezocone Test Results. 2002 2003 Iran University of Science and Techology, Tehran, Iran ---
6 Determination of Liquefaction Potential of Silty Sand du to Earthquake Monotonic and DynamicTriaxial Tests 2004 2006 Iran University of Science and Techology, Tehran, Iran ---
7 Determination of Consolidation, Permebility Parameters and Shear Strength of Silty Sand Using CPT Tests 2005 2006 Iran University of Science and Techology, Tehran, Iran View Link
8 Strength-Flow parameters of loose silty sands from Piezocone Tests 2005 2007 Iran University of Science and Techology, Tehran, Iran View Link
9 Use of nano in asphalt plan and increase their quality 2013 2014 Imam Khomeini International University, Qazvin, Iran. View Link
10 The effect of geotextile confinement on the shear behavior of stone colume in soft clay 2015 2016 Imam Khomeini International University, Qazvin, Iran. View Link
11 Using multivariate linear regression method and GMDH type neural network in estimating the subgrade coefficient of reaction of clay soil 2015 2016 Imam Khomeini International University, Qazvin, Iran. View Link

Field of research

Row Title of interested research Minimum time Maximum time Needs Research plan file Related link
1 Geotechnical / Earhquake Engineering ---
2 Liquefaction ---
3 Monotonic and Cyclic Triaxial Testing ---
4 Cone Penetration Tests ---
5 Soil Improvment ---
6 Soil Reinforcement ---
7 Behavior of unsaturated sands View Link

Published article

Row Article title Date of preparation Presenting date Publishing journal Related file Related link
1 Effect of sample preparation on stady state line of sand 2002 International Journal of Engineering View Link
2 Overview of The 1997 Ardebil earthquake of lran 2003 Journal of Earthquak View Link
3 Effect of fine content on steady _ state strength of mixed and layered samples of sand 2004 Soil Dynamic Earthquake Engineering View Link
4 Evaluation of Undrained Shear Strength of Loose Silty Sand Using CPT Results 2007 International Journal of Engineering View Link
5 The effect of geotextile and grading on the bearing ratio of granular soils 2008 Jornal Geotechnical Engineerin View Link
6 Effect of waste polymer materials on shear strength of unsaturated clays 2008 Jornal Geotechnical Engineerin View Link
7 Effect of polymer on shear strength of silty sand 2009 Jornal Geotechnical Engineerin View Link
8 Strength-Flow parameters of loose silty sands from Piezocone Tests 2009 Amirkabir Journal View Link
9 Effect of Plasticity Index and Reinforcement on the CBR Value of Soft Clay 2009 International Journal of Engineering View Link
10 Effect of Wet and Dry Conditions on Strength of Silty Sand Soils Stabilized with Epoxy Resin Polymer 2010 Journal of Applied Sciences View Link
11 Site effect microzonation and seismic hazard analysis of Kermanshah region in Iran 2010 Journal of Applied Sciences View Link
12 Effect of sult solution and plasticity index on undrained shear strength of clays 2011 World Academy of Science engineering and Technology Journal View Link
13 Bearing capacity and settlement of strip footing on geosynthetic reinforced clayey slopes 2012 journal of central south university of technology View Link
14 Improvement of loose sandy soil deposits using micropiles 2012 KSCE Journal of Civil Engineering View Link
15 Laboratory studies of real and engineering shear strength parameter of clays 2012 World Academy of Science Engineering and Technology View Link
16 Unconfined Compressive Strength of Clayey Soils Stabilized with Waterborne Polymer 2012 KSCE Journal of Civil Engineering View Link
17 Interfacial shear strength of silty sand-Geogrid composite 2013 proceedings of the institution of civil engineers-geotechnical engineering View Link
18 Effect of Domain Frequency of Soil- Tank to siesmic response 2014 Journal of Engineering Geology View Link
19 Subgrade Reaction Modulus Ks of Clayey Soils Based on Field Tests 2014 Journal of Engineering Geology View Link
20 Effect of Oil Contamination on the Liquefaction Behavior of Sandy Soils 2014 Intrenational Journal of Environmental Earth Science and Engineering View Link
21 Cyclic behavior of dry silty sand reinforced with a geotextile 2014 geotextiles and geomembranes View Link
22 Numerical modeling of soil improvement for construction of tunnels using forepole presupport 2015 International Journal of Structural and Civil Engineering Researches View Link
23 Numerical and Theoretical Study of Plate Load Test to Define Coefficient of Subgrade Reaction 2015 Journal of Geotechnical and Transportation Engineering View Link
24 Effect of Glacial and Melting Cycles on Shear Strength of Silty Sand Stabilized with Cementl 2015 Journal of Asas View Link
25 The Effect of Wetting-Drying Cycles and Plasticity Index on California Bearing Ratio of Lime Stabilized Clays 2015 Journal of Engineering Geology View Link
26 Monotonic liquefaction resistance of silty sand reinforced with geotextile 2016 International Journal of Geotechnical Enginering View Link
27 Monotonic cyclic and post-cyclic behaviour of an unsaturated clayey soil 2016 International Journal of Geotechnical Enginering View Link
28 Foundation Retrofitting of Storage Tank under Seismic Load 2016 World Academy of Science Engineering and Technology View Link
29 Laboratory testing and numerical modelling on bearing capacity of geotextile-reinforced granular soils 2016 International Journal of Geotechnical Enginering View Link
30 Liquefaction of Unsaturated Clayey Sand 2017 Journal of Modarres Civil Engineering View Link
31 Effect of leachate s components on undrained shear strength of clay-bentonite liners 2017 European Journal of Environmental and Civil Engineering View Link
32 Effect of clay content on the small and mid to large strain shear modulus of an unsaturated sand 2018 European Journal of Environmental and Civil Engineering View Link
33 Elasticity modulus of clayey deposits estimation using group method of data handling type neural network 2018 Measurement View Link

Presented article to congress or conferences

Row Article title Date of preparation Presenting date Title of conference Related file Related link
1 Influence of confining pressure , frequency , and shear Strongh on damping ratio of ofsilty sand . 1999 XIIIth European Conference on Soil Mechanics and Geotechnical Engineering View Link
2 The influence of silt content on liquefaction strength of sand 2001 XV International Conference on Soil Mechanics and Geotechnical Engineering, Turkey View Link
3 Effect of fines content on steady _state line of mixed layered samples of sand 2001 10th International Conference on Soil Dynamics and Earthquake Engineering, USA View Link
4 Evaluation of liquefaction potential of loose silty sand Based on CPT Results 2002 55th Canadian Geotechnical Conference View Link
5 Undrined shear Strength of silty sand soils Using Piezocone Test Results 2002 55th Canadian Geotechnical Conference View Link
6 Correlation between inter-granular void ratio and cone tip resistsnce of loose Silty Sand 2003 XIIIth European Conference on Soil Mechanics and Geotechnical Engineering View Link
7 Undrained Shear Strength and liquefaction potential of loose Silty Sand treated whit microfine cement 2003 XIIIth European Conference on Soil Mechanics and Geotechnical Engineering View Link
8 Behavior of anisotropically consolidated silty sands under monotonic loading 2004 International conference on Geotechnical Engineering ICGE sharjah View Link
9 Young modulus Effect on cut off wall Design in earthfill dam with inhomogenous alluvium 2004 International conference on Geotechnical Engineering, Beyrouth View Link
10 Effect of Overburden Pressure on cone tip resistance in loose silty sand using piezocone test results 2004 International conference on Geotechnical Engineering, Beyrouth View Link
11 Effect of confining pressure on Residual Strength of loose silty sand 2004 International conference on Geotechnical Engineering View Link
12 Effect of inter granular viod ratio on undrained shear Strength of loose silty sand 2005 The 11 th InternationaL Conference of IACMAG View Link
13 Effect of hyperbolic parameters of Filter layer on Static behaviour of embankment dams 2005 The 11 th InternationaL Conference of IACMAG View Link
14 Static stress – strain behaviour of osphaltic core embancment dam constructed on alluvium 2005 The 11 th InternationaL Conference of IACMAG View Link
15 Residual strength and liquefaction potential of reinforced silty sand 2005 The 11 th InternationaL Conference of IACMAG View Link
16 Effect of clay Content on undrained shear Strength of loose sand 2005 The 11 th InternationaL Conference of IACMAG View Link
17 The ultimate shear behavior of loose gravelly sand soils 2006 10th IAEG International Congress on Engineering Geology View Link
18 Improving liquefaction potential strength by using micropiles 2006 10th IAEG International Congress on Engineering Geology View Link
19 Evaluation of modulus of subgrade reaction (ks) in gravelly soils based on standard penetration test (SPT) 2006 6th International Conference in phsical modeling in geotechnics View Link
20 Bearing capacity of a strip footing on reinforced clayey soils adjacent to a slope 2007 16th South-East Asian Geotechnical Conference View Link
21 Effect of the inclination variation of micropile on bearing capacity of sandy soils 2007 4th International Conference on Earthquake Geotechnical Engineering View Link
22 Effect of PI and reinforcement on the CBR value of soft clay 2008 14th African Regional Conference for Soil Mechanics and Geotechnical Engineering View Link
23 Lateral bearing capacity of piles in cohesive soils based on soils’ failour strength control 2008 International Conference on Numerical Computation in Geotechnical Engineering View Link
24 The Influence of polymer inclusion and plasticity index on the unconfined compression strength of clays 2009 International Conference on New Developments in Soil Mechanics and Geotechnical 2end View Link
25 Effect of waste polymer materials on shear strength of unsaturated clays 2009 Second International Conference on New Developements in Soil Mechanics and Geotechnical Engineering View Link
26 Determination of bearing capacity of cobbled piles in cohessionles soils using artificial neural network 2009 8th International Civil Engineering Congress View Link
27 Improve the resistance ofsilty sand using epoxy resin 2009 1st National Conference on Engineering and Infrastructure Management View Link
28 Evaluation of Epoxy Resin Polymer as Stabilizer for Loose Silty Sand Soil 2010 XIVth Danube-European Conference on Geotechnical Engineering View Link
29 Investigations on shear strength of silty sand reinforced with 3D inclusions 2010 XIVth Danube-European Conference on Geotechnical Engineering View Link
30 Effect on salt solution and plasticity index on undrained shear strength of clays 2011 ICESE 2011 View Link
31 The effect of lime admixture and plasticity index on the bearing capacity of clayey soils 2011 ICESE 2011 View Link
32 Mechanism Controlling the Undrained Strength Behavior of Landfill Liner Clay 2011 IS - SEOUL 2011 View Link
33 Survey the effective parameters on buried HDPE pipelines behavior subjected on normal faults 2011 7th Ukrainian Conference on soil mechanics Geotechnics and Foundation Engineering View Link
34 Settlement prediction of landfill in IRAN 2012 VIII International Conference on Environmental and Civil Engineering ICECE 2012 View Link
35 The Bearing Ratio of Granular Soils Reinforced with Geotextile 2012 VIII International Conference on Environmental and Civil Engineering ICECE 2012 View Link
36 Numerical analysis of seismic behavior of rockfill dams with asphaltic concrete core 2012 1st International Conference of Dams Hydropower View Link
37 The influences of a liquid storage tanks and soil characteristics 2013 Third international conference on new developments in soil mechnics and geotechnical engineering View Link
38 Shear Strength Behavior of Sand Stabilized with Cement 2013 Third international conference on new developments in soil mechnics and geotechnical engineering View Link
39 The influences of a liquid storage tanks and soil characteristics 2013 Third international conference on new developments in soil mechnics and geotechnical engineering View Link
40 Evaluation of Bearing Capacity of Vertically Loaded Strip Piled-Raft Embedded in Soft Clay 2014 International Conference of Material Science and Engineering View Link
41 Effect of geotextile on liquefaction behavior of sand in cyclic triaxial test 2014 IWCEA-2014 View Link
42 Effect of injection pressure due to micropile installation on relative density of sand 2014 IWCEA-2014 View Link
43 Investigating the effect of stone columns pillars on increasing the efficiency of foundation of oil reservoirs under seismic load 2014 2nd National Conference on Geotechnical Engineering of Iran View Link
44 Numerical Investigation of the Effect of Micropiles Presence on Reduction of Liquefaction Potential of Saturated Sand 2014 2nd National Conference on Geotechnical Engineering of Iran View Link
45 Investigating the application of geotextile in reinforced clay with the help of modeling in ABACUS software 2014 2nd National Conference on Geotechnical Engineering of Iran View Link
46 Investigation of resistance parameters of molded fiberglass 2014 2nd National Conference on Geotechnical Engineering of Iran View Link
47 The Effect of Reinforcement on Stability of Slopes 2015 3rd International Conference on Civil Engineering and Urban Planning View Link
48 Investigating the shear behavior of clay soils with stone columns 2016 2nd International Conference on Civil Engineering, Architecture and Urban Economics Development View Link
49 Strength Behavior of a silty soil reinforced with randomly included plastic waste bottle s chips 2016 2nd International Conference on Civil Engineering, Architecture and Urban Economics Development View Link
50 Prediction of Subgrade Reaction Modulus of Clayey Soils by regression analysis a case study from Qazvin Iran 2016 2nd International Conference on Civil Engineering, Architecture and Urban Economics Development View Link
51 Experimental and Numerical Investigation and Scale Effect on Shear Strength Behavior of Clays Reinforces with Rubber Fiber 2016 2nd International Conference on New Research Findings in Civil Engineering, Architecture and Urban Management View Link
52 Effect of sandy columns on shear strength parameters of clayey soil under shear loading 2016 3th int. Conf. on Architecture Structure and Civil Engineering View Link
53 Liquefaction potential of unsaturated and saturated Firoozkooh sand 2016 5th International Conference on Geotechnical Engineering and Soil Mechanics View Link
54 Numerical study of effective parameters on the bearing capacity of spiral piles under compressive loads 2016 4th international congress on civil engineering architecture and urban development View Link
55 Investigating the bearing capacity of strip footing on reinforced granular gravel soils adjacent to excavation 2017 New achievements in civil engineering, architecture, environment and urban management View Link
56 Settlement prediction for Tehran subway line-3 via FLAC3D and ANFIS 2017 19th international conference on geomechanical analysis and geomechanical tests View Link
57 Determination of Small Shear Modulus of Clayey Sand Using Bender Element Test 2018 20th International Conference on Geotechnics and Geotechnical Engineering View Link
58 Seismic study of the effect of surface structures and tunnels on the response of the site in urban environments 2018 National Conference on Modern Research in Civil Engineering, Architecture and Urban Management View Link

Published books

Row Book title First publication # Publishing Related file Related link
1 Foundamentals of Soil Dynamics,1996.Translated from English to Persian. 5000 Imam Khomeni International University, Qazvin, Iran ---
2 Principles of Soil Dynamics, Second Edition,2011,.Translated from English to Persian. 1000 Imam Khomeni International University, Qazvin, Iran View Link

Undergraduate’s lessons

Row Title of Undergraduate’s lessons From Till Place of teaching Related file Related link
1 Statics 1986 1990 Imam Hosain University ---
2 Strength of Materails 1986 1990 Imam Hosain University ---
3 Soil Mechanics 1986 1990 Imam Hosain University ---
4 Soil Mechanics Laloratory 1986 1990 Imam Hosain University ---
5 Foundation Engineering 1986 1990 Imam Hosain University ---
6 Statics 1990 Now Imam Khomaini International Univesity ---
7 Strength of Materails 1990 2013 Imam Khomaini International Univesity ---
8 Soil Mechanics 1990 Now Imam Khomaini International Univesity ---
9 Soil Mechanics Laloratory 1990 Now Imam Khomaini International Univesity ---
10 Foundation Engineering 1990 Now Imam Khomaini International Univesity ---
11 Soil Mechanics II 2001 Now Imam Khomaini International Univesity ---

Postgraduate’s lessons

Row Title of Postgraduate’s lessons From Till Place of teaching Related file Related link
1 Advance Soil Mechanics 2004 Now Imam Khomaini International Univesity ---
2 Advance Foundation Engineering 2004 Now Imam Khomaini International Univesity ---
3 Behavior of unsaturated soils 2013 Now Imam Khomaini International Univesity View Link
4 Soil Improvement 2013 Now Imam Khomaini International Univesity View Link

Done projects

Row Title of project Beginning date Termination date Place Related file Related link
1 The Effect of Sample Preparation of Sand on Steady-State Line. 1997 1998 Iran University of Science and Techology, Tehran, Iran View Link
2 Design and Construction of Liquefaction Cell 1997 1998 Iran University of Science and Techology, Tehran, Iran View Link
3 Effect of Laboratory Parameters on Liquefaction Potential of Silty Sand 1997 1998 Iran University of Science and Techology, Tehran, Iran View Link
4 Undrained Shear Strength of Silty Sand Soils Using Piezocone Test Results. 2002 2003 Iran University of Science and Techology, Tehran, Iran View Link
5 Determination of Liquefaction Potential by Monotonic and DynamicTriaxial Tests 2004 2006 Iran University of Science and Techology, Tehran, Iran View Link
6 Determination of Consolidation, Permebility Parameters and Shear Strength of Silty Sand Using CPT Tests 2005 2006 Iran University of Science and Techology, Tehran, Iran View Link
7 Strength-Flow parameters of loose silty sands from Piezocone Tests 2005 2007 Iran University of Science and Techology, Tehran, Iran View Link
8 Determination of subgrade reaction model of clayey soil based on SPT and PLT resultes (Qazvin alumni study) 2012 2013 Imam Khomeini International University, Qazvin, Iran. View Link
9 Use of nano in asphalt plan and increase their quality 2013 2014 Imam Khomeini International University, Qazvin, Iran. View Link
10 The effect of geotextile confinement on the shear behavior of stone colume in soft clay 2015 2016 Imam Khomeini International University, Qazvin, Iran. View Link
11 Using multivariate linear regression method and GMDH type neural network in estimating the subgrade coefficient of reaction of clay soil 2015 2016 Imam Khomeini International University, Qazvin, Iran. View Link

Thesis supervising

Row Title of thesis University name Defense date Student’s name/level Abstract file and index Related link
1 Investigating the effects of slope and length of micro-piles on bearing capacity of sandy soils with numerical analysis Imam Khomeni International University, 1384 Nader FatholomiI View Link
2 Investigating the bearing capacity of strip footing on reinforced clayey soils adjacent to excavation Imam Khomeni International University, 1386 Behroz Kadem Rabe View Link
3 A general methodology for seismic risk due to the effect of alluvium and sites Imam Khomeni International University, 1387 Abolfaz zarincheh View Link
4 Effect of geotextile and grains size on bearing capacity of granular soils Imam Khomeni International University, 1387 Mesam Mirzakhanlari View Link
5 The effect of polymer on the shear strength of loose sand Imam Khomeni International University, 1387 Ahmad Mahdavi View Link
6 The effect of polymer waste materials on increasing the shear strength of clay soils Imam Khomeni International University, 1387 Seyed Mojtaba Sadjadi View Link
7 Effect of polymer and plasticity Index on resistance parameters of clay Imam Khomeni International University, 1388 Bahman Naderi Niya View Link
8 Effect of polymer on strength parameters of silty sand using triaxial tests Imam Khomeni International University, 1388 Masood Qorbanalizadeh View Link
9 Investigation of shear strength of silty sand reinforced with three-dimensional reinforcment Imam Khomeni International University, 1388 Mohsen Kalaj View Link
10 Effect of wet and dry Cycles and plasticity Index on CBR values of clayey soil stabilized with Lime Imam Khomeni International University, 1389 Seyed Ali Najmossadati View Link
11 Investigating the effect of salts in leachate on shear parameters of clay soils Imam Khomeni International University, 1389 Mhammad Ali Jahanfar View Link
12 Numerical investigation of parameters affecting the performance of buried pipelines under the impact of earthquake Imam Khomeni International University, 1390 Elham Mahmoodi View Link
13 Numerical analysis of seismic behavior of pebble dams Imam Khomeni International University, 1390 Sohale Mehrjonava View Link
14 Numerical analysis of the seismic behavior of the pile group in the earth's gable and its comparison with the results of physical modeling experiments Imam Khomeni International University, 1390 Mehdi Hamidporzare View Link
15 Laboratory study of shear strength of unsaturated clayey soils Imam Khomeni International University, 1390 Peyman Nori View Link
16 Study of soil subgraid reaction modulus and numerical analysis of PLT test Imam Khomeni International University, 1391 Mehran Rezaee Noori View Link
17 Numerical analysis of petroleum reservoir rehabilitation and comparison with physical model Imam Khomeni International University, 1391 Mohammad Hosseinzadeh Sereshki View Link
18 The effect of glacial and melting cycles on shear strength of cement stabilized sandy soils Imam Khomeni International University, 1391 Habiballah Malekorzamani View Link
19 Investigating the resistance parameters of silty sand reinforced with geo-textiles Imam Khomeni International University, 1392 Naeim Golampore View Link
20 Liquefaction potential of sandy soils contaminated with crude oil Imam Khomeni International University, 1392 Mohammad Mahdi shojaeddin View Link
21 Cyclic behavior of isotropic and unisotropicconsolidation of sand reinforced with geotextile Imam Khomeni International University, 1392 Zakeyeh Eftekhari View Link
22 Numerical study of the effect of reinforcement on the stability of the gables Imam Khomeni International University, 1392 Rhelah Rezaee View Link
23 Numerical analysis of the liquefaction potential of sand using microplate and comparison with case study Imam Khomeni International University, 1393 Ehsan Taherabadi View Link
24 Effect of relative density on strength parameters of fiber reinforced sand Imam Khomeni International University, 1393 Mehri Sharifi View Link
25 Liquefaction potential of silty sand soils reinforced with geotextile under static loading Imam Khomeni International University, 1393 Maryam Meftahi View Link
26 Investigating the bearing capacity of shallow foundations setting on gravely soils adjacent to the excavation Imam Khomeni International University, 1394 Hossein Ahmad View Link
27 The effect of sand columns on the shear strength parameters of clayey soil under lateral load Imam Khomeni International University, 1395 Meherdad Mesgarha View Link
28 Impact of plasticity on dynamic behavior of unsaturated clay sand Imam Khomeni International University, 1395 Amir Egbali View Link
29 Effect of sand size on the depth of silica colloid penetration by electrochemical method and soil resistance after injection Imam Khomeni International University, 1395 Behjat Darab View Link
30 Numerical study of the effect of density of sandy soil on the behavior of the spiral piles Imam Khomeni International University, 1395 Mahnaz Golami Soltanmoradi View Link
31 Investigating the dispersion of hydrocarbon contaminants in clayey soil and their resistance parameters Imam Khomeni International University, 1395 Aliraza Keshavarz View Link
32 The effect of geotextile on shear strength of clay sandy soils Imam Khomeni International University, 1396 Saeed Talamkhani View Link
33 Investigation of carbonate sand liquefaction in comparison with quartz sand Imam Khomeni International University, 1396 Hamed Shafaf View Link
34 The effect of the sample preperations on the steady state line of silty sand Imam Khomeni International University, 1396 Fatemeh Ebrahimi View Link
35 Dynamic behavior of unsaturated clayey soil contaminated with crude oil Imam Khomeni International University, 1396 Seyed Mohammad Reza HOSSEINI View Link
36 Dynamic behavior of unsaturated clayey sand Imam Khomeni International University, 1396 Reza Sadgzadeghan View Link

Managing executive records

Row Title of executive position From Till Name of the Organization/Institute Related file Related link
1 President of the University 2013 Now Imam Khomeini International University, Qazvin, Iran. View Link
2 Head of Civil Engineering Department 2008 2013 Imam Khomeini International University, Qazvin, Iran. ---
3 President of the University 2004 2006 Imam Khomeini International University, Qazvin, Iran. ---
4 Vice President of Plan and Development Affairs 1997 2004 Imam Khomeini International University, Qazvin, Iran. ---
5 Dean of College of Engineering 1996 1997 Imam Khomeini International University, Qazvin, Iran. ---
6 General Director of Research Affairs 1994 1996 Imam Khomeini International University, Qazvin, Iran. ---
7 Head of Soil Mechanic Laboratory 1990 Now Imam Khomeini International University, Qazvin, Iran. ---
8 Dean of Civil Engineering Department 1986 1990 Imam Hossein University, Tehran, Iran ---
9 Head of Iranian Organization for Engineering Order of Building 2001 2005 Qazvin, Iran ---

Rewards and scientific awards

Row Reward title Date Amount of reward Received from Related file Related link
1 Superior Resercher 2003 Imam Khomaini International Univesity View Link
2 Superior Resercher 2004 Imam Khomaini International Univesity View Link

Lessoning papers and questions sample

Row Title of lessoning paper/Questions Education year Term Presented for Related file Related link
1 Soil Mechanics Laloratory 1380 Now Soil Mechanics Laloratory ---
2 Soil Mechanics 1381 Now Soil Mechanics ---
3 Advance Soil Mechanics 1385 Now Advance Soil Mechanics ---

Ma thesis supervising or advising

Row Title of thesis Defense date University name Student name Related file Related link
1 Numerical study of the seismic behavior of oil reservoirs foundation reinforced with stone columns 1394 Imam Khomeni International University, Hamed Rabbani View Link
2 New Skyscraper with Sustainability Approach 1390 Imam Khomeni International University, Mansorah Farrokhi View Link
3 Study of the effect of vertical stress and relative density on the internal friction angle of sand 1388 Imam Khomeni International University, Seyed Mohammad Reza Hosseini View Link
4 Investigation of the effect of plasticity index (PI) on consolidation settelment of clay fines 1386 Imam Khomeni International University, Ramein Vaezi View Link
5 Surface impact conductor insulation by rectangular channels by finite element analysis 1385 Imam Khomeni International University, Ali Hamisi View Link

PhD thesis supervising or advising

Row Title of thesis Defense date University name Student name Related file Related link
1 Dynamic behavior of unsaturated Clayey Sand 1396 Imam Khomeini International University Reza Sadeghzadegan View Link
2 Dynamic behavior of unsaturated clayey clay soil contaminated with crude oil 1396 Imam Khomeini International University Seyed Mohammad Reza Hosseini View Link

Professional license

Row License title Beginning date Termination date Institute/Organization Related file Related link
1 Member of American Society of Cicil Engineers 1982 1986 American Society of Cicil Engineers View Link
2 Member of Iranian Society of Cicil Engineers 1996 Now Iranian Society of Cicil Engineers View Link
3 Member of Iranian Organization for Engineering Order of Building 1989 Now Iranian Organization for Engineering Order of Building View Link