Name Mohammadd maleki Affiliation عضو هیئتعلمی دانشگاه بوعلی سینا Degree _ Website Email maleki_mmm [at] yahoo [dot] com JournalPaper Presentation Speech WorkShop Book Innovation GrantAttraction Thesis Festival FinishedProject Sales Art Membership StandardCreation Publication TheorizingChair TitleJournal 1 Multiphysics finite element analysis of limestone dissolution Case study: Northern plains limestone bed of Hamedan Civil Engineering Infrastructures Journal-CEIJ 2 Investigation of the critical state behavior of unsaturated silty sand with different fine contents in terms of net and effective stresses European Journal of Environmental and Civil Engineering 3 An experimental study to investigate the mechanical behaviour of low plasticity fine-grained soil stabilized with different contents of lime and fly ash International Journal of Geotechnical Engineering 4 Upper Bound Solution for the Stability of Surcharged Soil Slope Using Nonlinear Failure Criterion Civil Engineering Infrastructures Journal-CEIJ 5 Kinematic hardening based coupled elastoplastic–viscoplastic model for describing time-dependent behavior of soils subjected to non-monotonic loadings COMPUTERS AND GEOTECHNICS 6 Factors Affecting Small‑Strain Shear Modulus of Sand–Silt Mixture Considering Different Moisture Contents Iranian Journal of Science and Technology-Transactions of Civil Engineering 7 Investigation into small-strain shear modulus of sand–gravel mixtures in different moisture conditions and its correlation with static stiffness modulus International Journal of Geotechnical Engineering 8 Experimental Study on Mechanical Behavior of Unsaturated Silty Sand in Constant Equivalent Granular Void Ratio Geotechnical and Geological Engineering 9 BEHAVIOR OF UNSATURATED SAND-SILT MIXTURE THROUGH EQUIVALENT INTERGRANULAR VOID RATIO CONCEPT Journal of GeoEngineering 10 Constitutive Models and Determining Methods Effects on Application of Convergence–Confinement Method in Underground Excavation Geotechnical and Geological Engineering 11 Predicting seismic permanent displacement of soil walls under surcharge based on limit analysis approach Earthquake Engineering and Engineering Vibration 12 An equivalent beam model for the analysis of tunnel-building interaction M. Maleki ⇑, H. Sereshteh, M. Mousivand, M. Bayat TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 13 Effect of physical parameters on static undrained resistance of sandy soil with low silt content SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 14 A cyclic elastoplastic-viscoplastic constitutive model for soils Geomechanics and Geoengineering-An International Journal 15 Development in modeling cyclic loading of sands based on kinematic hardening INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS 16 Experimental evaluation of mechanical behavior of unsaturated silty sand under constant water content condition ENGINEERING GEOLOGY 17 Adaptation of an existing constitutive model for describing mechanical behaviour of cemented granular soils Geomechanics and Geoengineering-An International Journal 18 Investigation of the effect of surcharge on behavior of soil slopes Geomechanics and Engineering 19 Application of Convergence–Confinement Method in Analysis of Shallow Non-circular Tunnels Geotechnical and Geological Engineering 20 A kinematic hardening based model for unsaturated soils considering different hydraulic conditions INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS 21 FACTORS AFFECTING MECHANICAL BEHAVIOR OF UNSATURATED SILTY SAND ON WETTING PATH Journal of GeoEngineering 22 Safety evaluation of shallow tunnel based on elastoplastic-viscoplastic analysis Scientia Iranica