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Scopus Author ID: 6602533424

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Iran

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Employment (1)

Sharif University of Technology: Tehran, Tehran, IR

1991-09-10 to present | Prof. (Civil Engineering)
Employment
Source: Self-asserted source
S. Mohsen Haeri

Education and qualifications (3)

Imperial College London: London, London, GB

1985-09-20 to 1988-10-20 | PhD (Civil Engineering)
Education
Source: Self-asserted source
S. Mohsen Haeri

University of Illinois at Urbana-Champaign : Urbana-Champaign, IL, US

1978-01-10 to 1979-05-20 | MS (Civil Engineering)
Education
Source: Self-asserted source
S. Mohsen Haeri

University of Tehran: Tehran, Tehran, IR

1972-09-20 to 1977-12-30 | MS (Civil Engineering)
Education
Source: Self-asserted source
S. Mohsen Haeri

Works (50 of 62)

Items per page:
Page 1 of 2

An effective stress-based DSC model for predicting hydromechanical shear behavior of unsaturated collapsible soils subjected to initial shear stress

Journal of Rock Mechanics and Geotechnical Engineering
2025-01 | Journal article
DOI: 10.1016/j.jrmge.2024.03.018
Contributors: Saman Soleymani Borujerdi; S. Mohsen Haeri; Amir Akbari Garakani; Chandrakant S. Desai
Source: check_circle
Crossref

Dry granular flow in a vane shear cell: flow characteristics and rheological laws

Géotechnique
2025-01-01 | Journal article
DOI: 10.1680/jgeot.23.00138
Contributors: Mohsen Kamali Zarch; Limin Zhang; S. Mohsen Haeri; Zhengdan Xu
Source: check_circle
Crossref

Effects of initial shear stress on the hydromechanical behavior of collapsible soils

Acta Geotechnica
2023-11 | Journal article
DOI: 10.1007/s11440-023-02034-9
Contributors: S. Mohsen Haeri; Saman Soleymani Borujerdi; Amir Akbari Garakani
Source: check_circle
Crossref

Cyclic Behaviors of Anisotropically Consolidated Gravelly Soils under Triaxial Condition: Effects of Sand Gradation Part of the Soil

Geotechnical Testing Journal
2023-11-01 | Journal article
DOI: 10.1520/GTJ20230341
Contributors: Khashayar Nikoonejad; S. Mohsen Haeri
Source: check_circle
Crossref

Effects of liquefaction-induced lateral spreading on piles, an overview of physical modeling

Soil Dynamics and Earthquake Engineering
2023-10 | Journal article
DOI: 10.1016/j.soildyn.2023.108111
Contributors: S. Mohsen Haeri; Morteza Rajabigol
Source: check_circle
Crossref

Effects of non-liquefiable crust layer and superstructure mass on the response of 2 × 2 pile groups to liquefaction-induced lateral spreading

Journal of Rock Mechanics and Geotechnical Engineering
2023-10 | Journal article
DOI: 10.1016/j.jrmge.2023.02.006
Contributors: S. Mohsen Haeri; Morteza Rajabigol; Saman Salaripour; Hiwa Sayaf; Milad Zangeneh
Source: check_circle
Crossref

Effects of Earthquake-Induced Liquefaction on a Group of Piles in a Level Ground with Sloping Base Layer: a Physical Modeling

International Journal of Civil Engineering
2023-06 | Journal article
DOI: 10.1007/s40999-023-00805-9
Contributors: S. Mohsen Haeri; Marjan Sabouri; Morteza Rajabigol; Ali Kavand
Source: check_circle
Crossref

Liquefaction Behavior of a Well-Graded Gravelly Soil under Initial Static Shear Stress in Cyclic Triaxial and Simple Shear Conditions

International Journal of Geomechanics
2023-06 | Journal article
DOI: 10.1061/IJGNAI.GMENG-8042
Contributors: S. Mohsen Haeri; Khashayar Nikoonejad
Source: check_circle
Crossref

Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading

Bulletin of Earthquake Engineering
2023-03 | Journal article
DOI: 10.1007/s10518-023-01648-4
Contributors: S. Mohsen Haeri; Morteza Rajabigol; Saman Salaripour; Ali Kavand; Hiwa Sayyaf; Sina Afzalsoltani; Arian Asefzadeh
Source: check_circle
Crossref

Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures

Journal of Geotechnical and Geoenvironmental Engineering
2022-07 | Journal article
DOI: 10.1061/(ASCE)GT.1943-5606.0002837
Contributors: M. Kamali Zarch; L. M. Zhang; S. M. Haeri; Z. D. Xu; Z. X. Zeng
Source: check_circle
Crossref

Unsaturated 3D Column Method: New Method for Evaluation of Stability of Unsaturated Slopes Subjected to Vertical Steady-State Infiltration and Evaporation

International Journal of Geomechanics
2021-10 | Journal article
DOI: 10.1061/(ASCE)GM.1943-5622.0002125
Contributors: S. Mohsen Haeri; Amir Akbari Garakani; Mohsen Kamali Zarch
Source: check_circle
Crossref

Evaluation of Using Different Nanomaterials to Stabilize the Collapsible Loessial Soil

International Journal of Civil Engineering
2021-05-23 | Journal article
DOI: 10.1007/s40999-020-00583-8
Contributors: S. Mohsen Haeri; Arsalan Valishzadeh
Source: check_circle
Crossref

Effectiveness of a vertical micro-pile system for mitigating lateral spreading damage on pile groups: 1g shake table tests

Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019
2019 | Conference paper
EID:

2-s2.0-85081174436
Contributors: Haeri, S.M.; Kavand, A.; Raisianzadeh, J.; Afzalsoltani, S.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Effects of liquefaction-induced lateral spreading on a 3×3 pile group using 1g shake table and laminar shear box

Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019
2019 | Conference paper
EID:

2-s2.0-85081175245
Contributors: Haeri, S.M.; Rajabigol, M.; Salaripour, S.; Kavand, A.; Sayyaf, H.; Afzalsoltani, S.; Pakzad, A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Evaluation of strain dependent shear modulus and damping ratio of unsaturated silty soil during drying path with resonant-column-torsional shear

Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019
2019 | Conference paper
EID:

2-s2.0-85081181032
Contributors: Khosravi, M.; Banar, S.; Haeri, S.M.; Khosravi, A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Feasibility of using electrokinetics and nanomaterials to stabilize and improve collapsible soils

Journal of Rock Mechanics and Geotechnical Engineering
2019 | Journal article
DOI: 10.1016/j.jrmge.2019.06.004
EID:

2-s2.0-85071984368
Contributors: Hosseini, A.; Haeri, S.M.; Mahvelati, S.; Fathi, A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Testing and constitutive modeling of lime-stabilized collapsible loess. I: Experimental investigations

International Journal of Geomechanics
2019 | Journal article
DOI:

10.1061/ (ASCE)GM.1943-5622.0001364

EID:

2-s2.0-85060081676
Contributors: Haeri, S.M.; Garakani, A.A.; Roohparvar, H.R.; Desai, C.S.; Ghafouri, S.M.H.S.; Kouchesfahani, K.S.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Testing and constitutive modeling of lime-stabilized collapsible loess. II: Modeling and validations

International Journal of Geomechanics
2019 | Journal article
DOI: 10.1061/(ASCE)GM.1943-5622.0001386
EID:

2-s2.0-85060081373
Contributors: Garakani, A.A.; Haeri, S.M.; Desai, C.S.; Ghafouri, S.M.H.S.; Sadollahzadeh, B.; Senejani, H.H.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

An experimental study on mechanical behavior of a calcite cemented gravelly sand

Geotechnical Testing Journal
2018 | Journal article
DOI: 10.1520/GTJ20170095
EID:

2-s2.0-85053548910
Contributors: Shakeri, M.R.; Haeri, S.M.; Shahrabi, M.M.; Khosravi, A.; Sajadi, A.A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Effect of road salts on the hydro-mechanical behavior of unsaturated collapsible soils

Transportation Geotechnics
2018 | Journal article
DOI: 10.1016/j.trgeo.2018.09.005
EID:

2-s2.0-85054309062
Contributors: Garakani, A.A.; Haeri, S.M.; Cherati, D.Y.; Givi, F.A.; Tadi, M.K.; Hashemi, A.H.; Chiti, N.; Qahremani, F.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

A hydro-mechanical model for the unsaturated behavior of lime-stabilized collapsible soils

ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering
2017 | Conference paper
EID:

2-s2.0-85045329868
Contributors: Haeri, S.M.; Garakani, A.A.; Beigi, M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Effect of soil structure and disturbance on hydromechanical behavior of collapsible loessial soils

International Journal of Geomechanics
2017 | Journal article
DOI: 10.1061/(ASCE)GM.1943-5622.0000656
EID:

2-s2.0-85008939301
Contributors: Haeri, S.M.; Khosravi, A.; Garakani, A.A.; Ghazizadeh, S.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Evaluation of behaviors of earth and rockfill dams during construction and initial impounding using instrumentation data and numerical modeling

Journal of Rock Mechanics and Geotechnical Engineering
2017 | Journal article
DOI: 10.1016/j.jrmge.2016.12.003
EID:

2-s2.0-85026759177
Contributors: Rashidi, M.; Haeri, S.M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Implementation of image processing technique for measuring membrane penetration in triaxial testing on gravelly soils

ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering
2017 | Conference paper
EID:

2-s2.0-85040044312
Contributors: Haeri, S.M.; Shahcheraghi, S.A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

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
2016 | Journal article
DOI: 10.1016/j.ijrmms.2016.07.001
EID:

2-s2.0-84979608026
Contributors: Khosravi, A.; Serej, A.D.; Mousavi, S.M.; Haeri, S.M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Study on the stress path dependency of collapse behavior of Gorgan loess implementing unsaturated oedometer devices

E3S Web of Conferences
2016 | Conference paper
DOI: 10.1051/e3sconf/20160914019
EID:

2-s2.0-85013660820
Contributors: Haeri, S.M.; Beigi, M.; Saberi, S.; Garakani, A.A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

The role of geotechnical engineering in sustainable and resilient cities

Scientia Iranica
2016 | Journal article
EID:

2-s2.0-85013765106
Contributors: Haeri, S.M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Hardening behavior of a hydro collapsible loessial soil

15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability
2015 | Conference paper
DOI: 10.3208/jgssp.IRN-02
EID:

2-s2.0-84971414273
Contributors: Haeri, S.M.; Garakani, A.A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Hydro-mechanical behavior of collapsible soils in unsaturated soil mechanics context

15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability
2015 | Conference paper
DOI: 10.3208/jgssp.KL-3
EID:

2-s2.0-84971372793
Contributors: Haeri, S.M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Hydro-mechanical behavior of undisturbed collapsible loessial soils under different stress state conditions

Engineering Geology
2015 | Journal article
DOI: 10.1016/j.enggeo.2015.05.026
EID:

2-s2.0-84936103503
Contributors: Garakani, A.A.; Haeri, S.M.; Khosravi, A.; Habibagahi, G.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Impact of void ratio and state parameters on the small strain shear modulus of unsaturated soils

15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability
2015 | Conference paper
DOI: 10.3208/jgssp.IRN-03
EID:

2-s2.0-84971420389
Contributors: Khosravi, A.; Gheibi, A.; Rahimi, M.; McCartney, J.S.; Haeri, S.M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

The measurement of suction stress characteristic curve for a highly collapsible loessial soil

Geotechnical Special Publication
2015 | Conference paper
DOI: 10.1061/9780784479087.230
EID:

2-s2.0-84925060895
Contributors: Haeri, S.M.; Khosravi, A.; Ghazizadeh, S.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Assessing the hydro-mechanical behavior of collapsible soils using a modified triaxial test device

Geotechnical Testing Journal
2014 | Journal article
DOI: 10.1520/GTJ20130034
EID:

2-s2.0-84896799923
Contributors: Haeri, S.M.; Garakani, A.A.; Khosravi, A.; Meehan, C.L.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Characterization of the effect of disturbance on the hydro-mechanical behavior of a highly collapsible loessial soil

Unsaturated Soils: Research and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014
2014 | Conference paper
EID:

2-s2.0-84901593830
Contributors: Haeri, S.M.; Khosravi, A.; Ghaizadeh, S.; Garakani, A.A.; Meehan, C.L.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

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
2014 | Journal article
EID:

2-s2.0-84906970102
Contributors: Kavand, A.; Haeri, S.M.; Asefzadeh, A.; Rahmani, I.; Ghalandarzadeh, A.; Bakhshi, A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Evaluation of the effect of anisotropic consolidation and principle stress rotation on undrained behavior of silty sands

Scientia Iranica
2013 | Journal article
EID:

2-s2.0-84918792126
Contributors: Keyhani, R.; Haeri, S.M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Improving final settlement predictions of the observational method

Proceedings of the Institution of Civil Engineers: Geotechnical Engineering
2013 | Journal article
DOI: 10.1680/geng.10.00089
EID:

2-s2.0-84893010813
Contributors: Sasar, M.; Haeri, S.M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Large scale 1-g shake table model test on the response of a stiff pile group to liquefaction induced lateral spreading

18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013
2013 | Conference paper
EID:

2-s2.0-85013746716
Contributors: Haeri, S.M.; Kavand, A.; Asefzadeh, A.; Rahmani, I.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Response of a group of piles to liquefaction-induced lateral spreading by large scale shake table testing

Soil Dynamics and Earthquake Engineering
2012 | Journal article
DOI: 10.1016/j.soildyn.2012.02.002
EID:

2-s2.0-84858621049
Contributors: Haeri, S.M.; Kavand, A.; Rahmani, I.; Torabi, H.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Three-dimensional nonlinear seismic analysis of concrete faced rockfill dams subjected to scattered P, SV, and SH waves considering the dam-foundation interaction effects

Soil Dynamics and Earthquake Engineering
2011 | Journal article
DOI: 10.1016/j.soildyn.2011.01.003
EID:

2-s2.0-79952316376
Contributors: Seiphoori, A.; Mohsen Haeri, S.; Karimi, M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Effects of membrane compliance on pore water pressure generation in gravelly sands under cyclic loading

Geotechnical Testing Journal
2010 | Journal article
DOI: 10.1520/GTJ102433
EID:

2-s2.0-77957797450
Contributors: Haeri, S.M.; Shakeri, M.R.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

A comparison between monitoring and analysis of Taleghan rockfill dam during construction

Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering
2009 | Conference paper
DOI: 10.3233/978-1-60750-031-5-2088
EID:

2-s2.0-84865175270
Contributors: Haeri, S.M.; Faghihi, D.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Constitutive modelling of cemented gravelly sands

Geomechanics and Geoengineering
2009 | Journal article
DOI: 10.1080/17486020902855696
EID:

2-s2.0-68349104861
Contributors: Haeri, S.M.; Hamidi, A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Seismic microzonation of the urban area using microtremor measurement (case study: Kermanshah city)

Electronic Journal of Geotechnical Engineering
2009 | Journal article
EID:

2-s2.0-77955859320
Contributors: Sharafi, H.; Baziar, M.H.; Haeri, S.M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Application of a bond model for constitutive modeling of cemented gravely sands

12th International Conference on Computer Methods and Advances in Geomechanics 2008
2008 | Conference paper
EID:

2-s2.0-84869809291
Contributors: Hamidi, A.; Haeri, S.M.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Evaluation of dynamic properties of a calcite cemented gravely sand

Geotechnical Special Publication
2008 | Conference paper
DOI: 10.1061/40975(318)50
EID:

2-s2.0-66449128307
Contributors: Haeri, S.M.; Shakeri, M.R.; Shahcheraghi, S.A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

The behavior of a limy cemented gravely sand under static loading-case study of Tehran alluvium

Electronic Journal of Geotechnical Engineering
2008 | Journal article
EID:

2-s2.0-56849114130
Contributors: Haeri, S.M.; Seiphoori, A.; Rahmati, A.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

A Neuro-Fuzzy model for prediction of liquefaction-induced lateral spreading

8th US National Conference on Earthquake Engineering 2006
2006 | Conference paper
EID:

2-s2.0-84865834900
Contributors: Haeri, S.M.; Khalili, A.; Sadati, N.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Effect of cement type on the mechanical behavior of a gravely sand

Geotechnical and Geological Engineering
2006 | Journal article
DOI: 10.1007/s10706-004-7793-1
EID:

2-s2.0-33745857302
Contributors: Haeri, S.M.; Hamidi, A.; Hosseini, S.M.; Asghari, E.; Toll, D.G.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier

Behavior of gravely sand using critical state concepts

Scientia Iranica
2005 | Journal article
EID:

2-s2.0-23744444398
Contributors: Hosseini, S.M.; Haeri, S.M.; Toll, D.G.
Source: Self-asserted source
S. Mohsen Haeri via Scopus - Elsevier
Items per page:
Page 1 of 2

Peer review (32 reviews for 19 publications/grants)

Review activity for Acta geotechnica. (3)
Review activity for Arabian journal of geosciences. (1)
Review activity for Arabian journal of geosciences. (1)
Review activity for Canadian geotechnical journal. (1)
Review activity for Civil engineering (1)
Review activity for Engineering geology. (2)
Review activity for Frontiers of Structural and Civil Engineering (1)
Review activity for Geomechanics and geoengineering. (2)
Review activity for Geotechnical and geological engineering. (1)
Review activity for Geotechnical testing journal. (2)
Review activity for International journal of civil engineering. (2)
Review activity for International journal of civil engineering. (1)
Review activity for International journal of geomechanics. (2)
Review activity for Iranian journal of science and technology. Transactions of civil engineering (2)
Review activity for Journal of earthquake engineering : (1)
Review activity for Journal of Rock Mechanics and Geotechnical Engineering. (1)
Review activity for Journal of testing and evaluation. (1)
Review activity for Marine georesources & geotechnology. (1)
Review activity for Soil dynamics and earthquake engineering. (6)
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