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| # | Type | Title | Author | Publisher | Pub. Year | Subjects | Call Number |
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| 1 | مقاله | Numerical investigation into the effects of geometrical and loading parameters on lateral spreading behavior of liquefied layer | Pak, A. | 2013 |
Lateral spread.
Liquefaction. Parametric study. Variable permeability. |
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| 2 | مقاله | Impact of hydraulic hysteresis on the small strain shear modulus of unsaturated sand | Khosravi, A. | Japanese Geotechnical Society, | 2018 |
Bender element.
Semi-empirical model. Small strain shear modulus. Suction stress. Unsaturated sand. Elastic moduli. Forecasting. Grain size and shape. Sand. Shear strain. Software testing. Testing. Wetting. Bender elements. Hydraulic hysteresis. Semi-empirical modeling. Small-strain shear modulus. Hysteresis. |
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| 3 | مقاله | A new method for assessment of engineering drawing answer scripts using fuzzy logic | Haghshenas Gorgani, H. | University of Tehran, | 2020 |
Answer script.
Drawing fuzzy. Engineering. Fair Assessment. |
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| 4 | مقاله | Study of pore pressure variation during liquefaction using two constitutive models for sand | Taiebat, M. | 2007 |
Densification.
Dynamic loads. Dynamic response. Finite element method. Integration. Mathematical models. Numerical analysis. Plasticity. Sand. Soil liquefaction. Bounding surface. Constitutive model. Critical state. Fully coupled analysis. Pore pressure. Biot theory. Density. Liquefaction. Loading. Numerical model. Sandy soil. |
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| 5 | مقاله | Large deformation finite element modeling of rubble mound breakwater built on soft seabed using coupled eulerian–lagrangian method | Masoudi, S. | Springer, | 2021 |
Breakwaters.
Curricula. Deformation. Forecasting. Lagrange multipliers. Numerical models. Shear strength. Soils. Lagrangian formulations. Lagrangian methods. Large deformation finite elements. Parametric study. Reasonable accuracy. Rubble mound breakwaters. Undrained shear strength. Very soft soils. Breakwater. Deformation mechanism. Eulerian analysis. Finite element method. Lagrangian analysis. Numerical model. Seafloor mapping. Soft soil. Soil mechanics. |
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| 6 | مقاله | Behavior of dry and saturated soils under impact load during dynamic compaction | Pak, A. | 2005 |
Dynamic compaction.
Fully-coupled. Impact loads. Pressure variations. Rational design. Saturated soils. Soil improvement. Compaction. Geotechnical engineering. Soil mechanics. Soils. |
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| 7 | مقاله | Investigation of the influence of permeability coefficient on the numerical modeling of the liquefaction phenomenon | Rahmani, A. | 2012 |
Constant permeability.
Displacement. Liquefaction. Bounding surface plasticity model. Centrifuge tests. Critical state. Excess pore pressure. Finite element programs. Fully-coupled. Initial stress state. Material parameter. Numerical algorithms. Numerical modeling. Pore-water pressures. Pressure variations. Saturated sand. Soil displacement. Soil permeability. Variable permeability. Void ratios. Water flows. Algorithms. Computer simulation. Critical current density (superconductivity) Geologic models. Liquefaction. Numerical analysis. Numerical models. Pore pressure. Soils. Soil liquefaction. Numerical model. Permeability. Plasticity. Porewater. Void ratio. Water flow. |
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| 8 | مقاله | Some numerical issues using element-free galerkin mesh-less method for coupled hydro-mechanical problems | Oliaei, M. N. | 2009 |
EFG.
Hydro-mechanic alanalysis. Mesh-less. Numerical stability. Penalty method. Soil-water coupled problem. Boundary conditions. Computational mechanics. Function evaluation. Galerkin methods. Partial differential equations. Pore pressure. Porous materials. Pressure distribution. Soils. System stability. Water. Convergence of numerical methods. Boundary condition. Deformation. Equation. Galerkin method. Hydromechanics. Numerical method. Porewater. Porous medium. Soil mechanics. |
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| 9 | مقاله | Seismic active pressure distribution history behind rigid retaining walls | Azad, A. | 2008 |
Earthquake effects.
Pressure distribution. Shear waves. Structural design. Active earth pressure. Horizontal slice method. Pseudo-dynamic method. Pseudo-static method. Retaining walls. Dynamic analysis. Earth pressure. Method of slices. Retaining wall. S-wave. Seismic design. Wave velocity. |
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| 10 | مقاله | Characterizing the variation of small strain shear modulus for silt and sand during hydraulic hysteresis | Khosravi, A. | EDP Sciences | 2016 |
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| 11 | مقاله | A hybrid algorithm for adjusting the input parameters of the wirecut EDM machine in order to obtain maximum customer satisfaction | Haghshenas Gorgani, H. | Springer Nature, | 2023 |
Customer satisfaction.
Design of experiments. Multi-objective optimization. Wirecut EDM. |
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| 12 | مقاله | A large plasticity deformation of unsaturated soil for 3d dynamic analysis of lower San-Fernando dam | Khoei, A. R. | 2010 |
Dynamic analysis.
Large deformation. Plasticity model. San fernando dam. Unsaturated soil. |
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| 13 | مقاله | Spark plasma sintering of a multilayer thermal barrier coating on Inconel 738 superalloy: Microstructural development and hot corrosion behavior | Pak Seresht, A. H. | Elsevier Ltd | 2016 |
Coatings.
Corrosion. Energy dispersive spectroscopy. Microstructure. Multilayers. Nickel coatings. Plasma spraying. Scanning electron microscopy. Sintering. Spark plasma sintering. Superalloys. X- ray spectroscopy. Yttria stabilized zirconia. Zirconia. Energy dispersive X ray spectroscopy. Functionally graded structure. Hot corrosion. Microstructural development. Multilayer thermal barrier coatings. Nickel- based superalloys. Thermal barrier coating (TBC) Thermally grown oxide. |
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| 14 | مقاله | Evaluation of hydraulic fracturing pressure in a porous medium by using the finite element method | Nouri, A. | 2002 |
Effective stress analysis.
Finite element method. Hydraulic fracturing. Hyperbolic model. Mohr-Coulomb criterion. |
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| 15 | مقاله | Rock joint modeling using a visco-plastic multilaminate model at constant normal load condition | Mahin Roosta, R. | 2006 |
Computer simulation.
Continuum mechanics. Deformation. Gypsum. Load testing. Mathematical models. Viscoplasticity. Constant normal load (CNL) Normal displacement-shear displacement. Rock joints. Shear stress-shear displacement. Rock mechanics. Modeling. Numerical model. Rock mass response. Shear stress. Stress-strain relationship. |
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| 16 | مقاله | Numerical evaluation of hydraulic fracturing experiments | Nouri, A. | 2003 |
Analytic hierarchy process method.
Three-dimensional geological model. In situ stress. Fracability evaluation. |
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| 17 | مقاله | A novel force-based approach for designing armor blocks of high-crested breakwaters | Pak, A. | 2014 |
Armor units stability.
Numerical modeling. Armor. Oceanography. Offshore structures. Slope stability. Structural loads. Armor unit. Breakwater armors. Complex flow field. Dimensionless number. Empirical design. Rubble mound breakwaters. Stability indices. Wave force. Coastal engineering. Breakwater. Concrete. Design. Force. Human activity. Numerical model. Wave height. |
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| 18 | مقاله | Lattice Boltzmann method for simulating impulsive water waves generated by landslides | Pak, A. | 2014 |
Impulsive water waves.
Numerical modeling. Surface waters. Coastal structures. Complicated flow. Landslide-generated waves. Lattice boltzmann methods (LBM) Numerical approaches. Turbulent regime. Computational fluid dynamics. Free surface flow. Landslide. Mass movement. Numerical model. Seawater. Submarine. Water wave. |
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| 19 | مقاله | Integrated coastal management plan in free trade zones, a case study | Pak, A. | 2011 |
Cultural issue.
Free trade zones. Integrated coastal management. Management plans. Persian Gulf region. Strategic management. Coastal engineering. Coastal zones. Economics. Management science. Regional planning. Strategic planning. International trade. Coastal zone management. Free trade. Implementation process. Regional economy. Stakeholder. Arabian Sea. Hormozgan. Indian Ocean. Iran. Kish Island. Persian Gulf. |
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| 20 | مقاله | Experimental study of geotextile's drainage and filteration propertis under different hydraulic gradients and confining pressures | Pak, A. | 2011 |
Hydraulic gradient.
Nonwoven geotextile. Normal stress. Permittivity. Transmissivity. |
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