Arsalan Ghahramani - Personal page - دانشکده مهندسی مواد و عمران

Articles And Books

Articles

Mojtaba Jahanandish،Mehdi Veiskarami،Arsalan Ghahramani ,Effect of Stress Level on Bearing Capacity Factor Ng by the ZEL Method ,KSCE ,vol. 0 ,2010 ,pp. 709-723 ,
،Seyed Ahmad Anvar،Mojtaba Jahanandish،Arsalan Ghahramani ,Effect of Canyons and Their Interaction on Ground Response to Vertically Traveling SH Waves ,JSEE Journal of Seismology and Earthquake Engineering ,vol. 0 ,2009 ,pp. 71-81 ,
Mehdi Veiskarami،Mojtaba Jahanandish،Arsalan Ghahramani ,Application of the zero extension line method in prediction of foundations bearing capacity considering stress level eff ,Soil Mechanics and Foundation Engineering ,vol. 0 ,2010 ,pp. 75-85 ,
NADER HATAF،Alireza Hajiani،Arsalan Ghahramani ,Experimental and Numerical Behavior of Shallow Foundations on Sand Reinforced with Geogrid and Grid Anchor under Cyclic ,Scientia Iranica ,vol. 0 ,2010 ,pp. 1-10 ,
Sayed Mohammad Binesh،NADER HATAF،Arsalan Ghahramani ,Elasto-plastic Analysis of Reinforced Soils Using Mesh-free Method ,Applied Mathematics and Computation ,vol. 0 ,2010 ,pp. 4406-4421 ,
Mansour Mosallanezhad،NADER HATAF،Arsalan Ghahramani ,THREE DIMENSIONAL BEARING CAPACITY ANALYSIS OF GRANULAR ,Iranian Journal of Science and Technology (Transaction B Technology) ,vol. 0 ,2010 ,pp. 419-431 ,
Ghasem Habibagahi،Arsalan Ghahramani ,Prediction of Soil?Water Characteristic Curve using Genetic Programming ,Journal of Geotechnical and Geoenvironmental Engineering ,vol. 0 ,2006 ,pp. 661-665 ,
NADER HATAF،Arsalan Ghahramani ,Experimental Study of Bearing Capacity of Granular Soils Reinforced with Innovative Grid- Anchor System ,Geotechnical and Geological Engineering ,vol. 0 ,1391 ,pp. 299-0 ,
Ghasem Habibagahi،Arsalan Ghahramani ,Prediction of a Soil-Water Characteristic Curve Using a Genetic-Based Neural Network ,Scientia Iranica ,vol. 0 ,1391 ,pp. 284-294 ,
NADER HATAF، ،Arsalan Ghahramani ,The Nonlinear Elastic-Plastic Analysis of jointed Rock Mass using element free galerkin method ,International journal of computational methods ,vol. 0 ,2009 ,pp. 1-12 ,
،NADER HATAF،Arsalan Ghahramani ,Numerical Study of Cyclic Behavior of Shallow Foundations on Sand Reinforced with Geogrid and Grid-Anchor ,WORLD ACADEMY OF SCIENCE ENGINEERING AND TECHNOLOGY ,vol. 0 ,2009 ,pp. 607-610 ,
،Ghasem Habibagahi،Arsalan Ghahramani ,Shear strength characteristics of Shiraz unsaturated silty clay ,Iranian Journal of science and technology ,vol. 0 ,2009 ,pp. 327-341 ,
،Nasser Khalili،Ghasem Habibagahi،Arsalan Ghahramani ,Drying Response and effective stress in a double porosity Soil ,Engineering Geology ,vol. 0 ,2009 ,pp. 44-50 ,
،Mojtaba Jahanandish،Arsalan Ghahramani ,SEISMIC BEARING CAPACITY ANALYSIS OF REINFORCED SOILS BY THE METHOD OF STRESS CHARACTERISTICS ,Iranian Journal of Science and Technology Tr. B Technology ,vol. 0 ,2011 ,pp. 185-197 ,
Mehdi Veiskarami،Mojtaba Jahanandish،Arsalan Ghahramani ,Prediction of the Bearing Capacity and Load-Displacement Behavior of Shallow Foundations by Stress-Level-Based ZEL Method ,Scientia Iranica ,vol. 0 ,2011 ,pp. 16-27 ,
Mehdi Veiskarami،Mojtaba Jahanandish،Arsalan Ghahramani ,Prediction of Foundations Behavior by a Stress Level Based Hyperbolic Soil Model and the ZEL Method ,Journal of Computational Methods in Civil Engineering ,vol. 0 ,2010 ,pp. 37-54 ,
Mojtaba Jahanandish،Mehdi Veiskarami،Arsalan Ghahramani ,Effect of Foundation Size and Roughness on the Bearing Capacity Factor Ng by Stress Level Based ZEL Method ,Arabian Journal for Science and Engineering ,vol. 0 ,2012 ,pp. 1817-1831 ,
Mehdi Veiskarami،Mojtaba Jahanandish،Arsalan Ghahramani ,Stress Level Based Bearing Capacity of Foundations Verification of Foundations Verification of Results with 131 Case Studies ,KSCE Journal of Civil Engineering ,vol. 0 ,2012 ,pp. 723-732 ,
Mojtaba Jahanandish،Mehdi Veiskarami،Arsalan Ghahramani ,Investigation of foundations behavior by implementation of a developed constitutive soil model in the ZEL method ,International Journal of Civil Engineering ,vol. 0 ,2011 ,pp. 293-306 ,
Seyed Ahmad Anvar،Arsalan Ghahramani ,Equilibrium Equation on Zero Extension Lines and Application to Soil Engineering ,Iranian J. of Science and Engineering ,vol. 0 ,1997 ,pp. 11-34 ,
Alireza Hajiani،NADER HATAF،Arsalan Ghahramani ,Modeling of the cyclic behavior of shallow foundations resting on geomesh ,geotextiles and geomembranes ,vol. 0 ,2011 ,pp. 242-248 ,
Mohsen Ajdari،Ghasem Habibagahi، ، ،Arsalan Ghahramani ,shear Strength Behavior and Soil ,Scienta Iranica ,vol. 0 ,2010 ,pp. 430-440 ,
Mohsen Ajdari،Ghasem Habibagahi،Arsalan Ghahramani ,Predicting effective stress parameter of unsaturated soils using neural networks ,Computers and Geotechnics ,vol. 0 ,2012 ,pp. 89-96 ,
،Ghasem Habibagahi،Arsalan Ghahramani ,Prediction of SWCC using artificial intelligent systems A comparative ,Scientia Iranica ,vol. 0 ,2011 ,pp. 1002-1008 ,
Mohammad Mehdi Heydari ،Mojtaba Jahanandish،Hesham El Naggar،Arsalan Ghahramani ,NONLINEAR CYCLIC BEHAVIOR OF LATERALLY LOADED PILE IN COHESIVE SOIL ,Canadian Geotechnical Journal ,vol. 0 ,2014 ,pp. 129-143 ,
Mohammad Mehdi Heydari ،Prof. Hesham EL NAGGAR،Mojtaba Jahanandish،Arsalan Ghahramani ,Generalized cyclic p–y curve modeling for analysis of laterally loaded piles ,Soil Dynamics and Earthquake Engineering ,vol. 0 ,2014 ,pp. 138-149 ,
،Ghasem Habibagahi،Majid Hassanizadeh،Arsalan Ghahramani ,Effective Stress in Unsaturated Soils A Thermodynamic ,Transport in porous Media ,vol. 0 ,2012 ,pp. 369-396 ,
Mansour Mosallanezhad،NADER HATAF،Arsalan Ghahramani ,Experimental Study of Bearing Capacity of Granular Soils Reinforced with Innovative Grid-Anchor System ,Geotechnical and Geological Engineering ,vol. 0 ,2008 ,pp. 299-312 ,
Mansour Mosallanezhad،NADER HATAF،Arsalan Ghahramani ,Three Dimentional Bearing Capacity Analysis of Granular Soils Reinforced with Innovative Grid-Anchor System ,Iranian Journal of Science and Technolgy- Transaction B(Civil Engineering) ,vol. 0 ,2010 ,pp. 419-431 ,
Sayed Mohammad Binesh،NADER HATAF،Arsalan Ghahramani ,Elasto-plastic analysis of discontinuous medium using linearly conforming radial point interpolation method ,Computatial Methos in Civil Eng. ,vol. 0 ,2012 ,pp. 29-45 ,
،اشبهثث ،Ghasem Habibagahi، ، Mohri،Arsalan Ghahramani، ,Granular shape effects on the shear modulus ,Iranian Journal of Science and Technology ,vol. 0 ,2008 ,pp. 501-518 ,
Abdolhosain Rahnama،Ghasem Habibagahi،Arsalan Ghahramani ,A new simple shear apparatus for testing unsaturated soils ,Iranian Journal of Science and Technolgy- Transaction B ,vol. 0 ,2003 ,pp. 73-80 ,
،Ghasem Habibagahi،Arsalan Ghahramani ,pPrediction of a Soil-Water CharacteristicCurve Using a Genetic-Based Neural Network ,Scientia Iranica ,vol. 0 ,2006 ,pp. 284-294 ,
Mojtaba Jahanandish،Mehdi Veiskarami،Arsalan Ghahramani ,Effect of Stress Level on the Bearing Capacity Factor Ng by the ZEL Method ,KSCE Journal of Civil Engineering Springer ,vol. 0 ,2010 ,pp. 709-723 ,
Mehdi Veiskarami،Mojtaba Jahanandish،Arsalan Ghahramani ,Application of the ZEL Method in the Prediction of Foundation Bearing Capacity Considering the Stress Level Effect ,Soil Mechanics & Foundation Engineering Springer ,vol. 0 ,2010 ,pp. 75-85 ,
Mehdi Veiskarami،Mojtaba Jahanandish،Arsalan Ghahramani ,Prediction of the Bearing Capacity and Load–Displacement Behavior of Shallow Foundations by Stress-Level-Based ZEL Method ,Scientia Iranica ,vol. 0 ,2011 ,pp. 16-27 ,
Mojtaba Jahanandish،Mehdi Veiskarami،Arsalan Ghahramani ,Effect of Foundation Size and Roughness on the Bearing Capacity Factor Ng by Stress Level-Based ZEL Method ,Arabian Journal for Science & Engineering Springer ,vol. 0 ,2012 ,pp. 1817-1831 ,
Mehdi Veiskarami،Mojtaba Jahanandish،Arsalan Ghahramani ,Stress Level Based Bearing Capacity of Foundations Verification of Results with 131 Case Studies ,KSCE Journal of Civil Engineering Springer ,vol. 0 ,2012 ,pp. 723-732 ,
Mohsen Morshedi،Arsalan Ghahramani،Seyed Ahmad Anvar،Mojtaba Jahanandish ,EARTH PRESSURES AGAINST RIGID RETAINING WALLS IN THE MODE OF ROTATION ABOUT BASE BY APPLYING ZERO-EXTENSION LINE THEORY ,Indian Journal of Fundamental and Applied Life Sciences ,vol. 0 ,2015 ,pp. 2456-2468 ,
amir sajjad abedi darioni،NADER HATAF،Arsalan Ghahramani ,Analytical solution of the dynamic response of buried pipelines under blast wave ,International Journal of RockMechanics & Mining Sciences ,vol. 0 ,2016 ,pp. 301-306 ,
Ehsan Nikooee،Ghasem Habibagahi،Majid Hassanizadeh،Arsalan Ghahramani ,Effective Stress in Unsaturated Soils A Thermodynamic Approach Based on the Interfacial Energy and Hydromechanical Coupling ,Transport in porous media ,vol. 0 ,2013 ,pp. 369-396 ,
Mohammad Hossein Tavakoli Dastjerdi،Ghasem Habibagahi،Arsalan Ghahramani،Ayoub Karimi-Jashni،Dr Sedigheh Zeinali ,Removal of dissolved toluene in underground water with nanowires of manganese oxide ,Adsorption Science & Technology ,vol. 0 ,2017 ,pp. 0-0 ,
Mehdi Veiskarami،Mojtaba Jahanandish،Arsalan Ghahramani ,Effect of stress level on the bearing capacity factor N ? by the ZEL method ,KSCE Journal of Civil Engineering ,vol. 0 ,2010 ,pp. 709-723 ,
NADER HATAF،Sayed Mohammad Binesh،Arsalan Ghahramani ,ELASTIC ANALYSIS OF REINFORCED SOILS USING POINT INTERPOLATION METHOD ,Iranian Journal of Science and technology transaction b ,vol. 0 ,2007 ,pp. 577-581 ,
elham raee ezabadi،NADER HATAF،Kazem Barkhordari،Arsalan Ghahramani ,The Effect of Rigidity of Reinforced Stone Columns on Bearing Capacity of Strip Footings on the Stabilized Slopes ,International Journal of Civil Engineering ,vol. 0 ,2018 ,pp. 0-0 ,
Mohammad Mehdi Mohebbi،Ghasem Habibagahi،Ali Niazi،Arsalan Ghahramani ,A laboratory investigation on suppression of dust from wind erosion using biocementation with Bacillus amyloliquefaciens ,Scientia Iranica ,vol. 0 ,2018 ,pp. 0-0 ,
amir sajjad abedi،NADER HATAF،sina shivaei،Arsalan Ghahramani ,Comparative study of analytical and numerical evaluation of the dynamic response of buried pipelines to road-cut excavation blasting ,Geomechanics and Geoengineering ,vol. 0 ,2019 ,pp. 1-9 ,
Seyed Ali Asghari Pari،Ghasem Habibagahi،Arsalan Ghahramani،kazem Fakharian ,Reliability-Based Calibration of Resistance Factors in LRFD Method for Driven Pile Foundations on Inshore Regions of Iran ,International Journal of Civil Engineering ,vol. 0 ,2019 ,pp. 0-0 ,
Seyed Ali Asghari Pari،Ghasem Habibagahi،Arsalan Ghahramani،kazem Fakharian ,Improve the design process of pile foundations using construction control techniques ,International Journal of Geotechnical Engineering ,vol. 0 ,2019 ,pp. 1-8 ,
Borzouyeh Khanghahi Bala،Ghasem Habibagahi،Siavash Ghabezloo،Arsalan Ghahramani،Siavash Ghabezloo ,Heat generation by ultrasound wave propagation in porous media with low permeability Theoretical framework and coupled numerical modeling ,Computers and Geotechnics ,vol. 0 ,2020 ,pp. 103607-0 ,
hassan lachinani،Mojtaba Jahanandish،Arsalan Ghahramani ,Excess Pore Water Pressure Generation Distribution and Dissipation in Self-boring Pressuremeter Test Numerical Analysis ,INTERNATIONAL JOURNAL OF CIVIL ENGINEERING ,vol. 0 ,2022 ,pp. 1101-1114 ,
Elahe Mohammadi،Mojtaba Jahanandish،Arsalan Ghahramani،Mohammad Reza Nikoo،Sina Javan Khoshdel،Amir H. Gandomi ,Stochastic optimization model for determining support system parameters of a subway station ,Expert Systems with Applications ,vol. 0 ,2022 ,pp. 117509-0 ,

Conferences

Abbas Eslami Haghighat،Seyed Ahmad Anvar،Mojtaba Jahanandish،Arsalan Ghahramani ,Time-Domain Boundary Element Analysis of Semicircular Hill on Visco elastic Media under Vertically Incident SV Wave ,11th Int. Conf. on Advances in Boundary Element Techniques ,
Mojtaba Jahanandish،Mehdi Veiskarami،Arsalan Ghahramani ,Numerical Bearing Capacity Computation and load-displacement begavior of Shallow Foundations by stress-level based ZEL methods ,7th European Conference on Numerical Methods in Geotechnical Engineering ,
NADER HATAF،Farhang Daneshmand،Arsalan Ghahramani ,ELASTIC-PLASTIC ANALYSIS OF JOINTED ROCK MASS USING MESHLESS METHOD ,4th Asian Rock Mechanics Symposium ,
NADER HATAF،Farhang Daneshmand،Arsalan Ghahramani ,APPLICATION OF MESHLESS METHOD FOR BEHAVIOR ANALYSIS OF JOINTED ROCK MASS ,4th Asian Rock Mechanics Symposium ,
NADER HATAF،Arsalan Ghahramani ,The Mechanical Analysis of Jointed Rock Mass Using Meshless Method with Enforcing Modified Penalty Method ,7th International Congress on Civil Engineering ,
NADER HATAF،Arsalan Ghahramani ,Application of Meshfree Methods in Predicting Solid Material Behavior ,7th International Congress on Civil Engineering ,
Ghasem Habibagahi،Arsalan Ghahramani ,Effect of Granule Shape on the Shear Modulud of Gravel and Clay Mixtures ,5th International Conference on Seismology and Earthquake Engineering ,
Ghasem Habibagahi،Arsalan Ghahramani ,Determination of Soil-Water Characteristic Curve Using Multifractal Soil Media and Pore Network Modeling ,8th International congress on civil engineering ,
،Ghasem Habibagahi،Arsalan Ghahramani ,Predicting effective stress parameter for unsaturated soils in plane strain condition using neural networks ,17th Int. Conf. on Soil Mechanics and Geotechnical Engineering ,
Abbas Eslami Haghighat،Seyed Ahmad Anvar،Arsalan Ghahramani،Mojtaba Jahanandish ,Necessity of coupling finite element and boundary element methods in modelling infinite soil mass ,هشتمین کنگره بین المللی مهندسی عمران ,
Ghasem Habibagahi،Arsalan Ghahramani ,Determination of effective strees parameter A pore network study ,5th int conference on unsaturated soils ,
،Ghasem Habibagahi،Arsalan Ghahramani ,Hydromechanical behavior of an expansive silt bentonite mixture ,5th int conference on unsaturated soils ,
Ali Reza Bagherieh،Ghasem Habibagahi،Arsalan Ghahramani ,Critical state behaviour of a compacted unsaturated silty clay ,4th Asia Pacific Conference on Unsaturated Soils ,
Mojtaba Jahanandish،Arsalan Ghahramani،Mehdi Veiskarami ,Shallow Foundations Behavior Based on Stress Level Concept by the ZEL Method ,4th Int. Conf. Geotechnical Eng. and Soil Mech. ICGESM-2010 ,
Mehdi Veiskarami،Mojtaba Jahanandish،Arsalan Ghahramani ,Prediction of Foundations Behavior by Using a Simple Hyperbolic Soil Model in the ZEL Method Considering Stress Level ,13th International Conference of the International Association for Computer Methods and Advances in Geomechanics ,
،NADER HATAF،Arsalan Ghahramani ,Numerical Study of Behavior of Machine Foundations on ,The 4th International Conference on Geotechnical Engineering and Soil Mechanics ,
،Ghasem Habibagahi،Majid Hassanizadeh،Arsalan Ghahramani ,The Effective Stress in Unsaturated Soils ,Mechanics of Unsaturated Porous Media ,
، ،Ghasem Habibagahi،Arsalan Ghahramani ,Determination of the effective stress parameter in unsaturated ,10th International Congress on Civil Engineering ,
Ehsan Nikooee،Majid Hassanizadeh،Ghasem Habibagahi،Arsalan Ghahramani ,Determination of the effective stress parameter in unsaturated soils an analytical formulation based on the soil water retention properties ,10th International Congress on Civil Engineering ,
،Seyed Ahmad Anvar،Arsalan Ghahramani،Mojtaba Jahanandish ,Necessity of coupling finite element and boundary-element methods in modelling infinite soil mass ,8th International conference on civil eng. ,
Mojtaba Jahanandish،Arsalan Ghahramani،Mehdi Veiskarami ,Shallow Foundations Behavior Based on Stress Level Concept by the ZEL-Method ,4th International conference on geotechnical engineering and soil mechanics ,
Mohammad Mehdi Mohebbi،Ghasem Habibagahi،Arsalan Ghahramani ,A laboratory investigation on suppression of dust from wind erosion ,19ICSMGE ,
Elahe Mohammadi،Mojtaba Jahanandish،Arsalan Ghahramani،Hamid Mohammadi،Sina Javankhoshdel ,Displacement in tunnels within spatial variable soils ,یازدهمین کنفرانس ملی مهندسی عمران ,

Offered Courses

Name

Name

Advanced Rock Mechanics II	100478021	3	1	هفتگی - 0 (شنبه - 1030 الی 1200) \| هفتگی - 2 (دو شنبه - 1030 الی 1200)	1401/10/21 (1100 - 1400)	First Term 1401
Advanced Rock Mechanics II	100478021	3	1	هفتگی - 0 (شنبه - 1030 الی 1200) \| هفتگی - 2 (دو شنبه - 1030 الی 1200)	1400/10/25 (0800 - 1100)	First Term 1400
Seismic Geotechnics	100478081	3	1	هفتگی - 0 (شنبه - 1030 الی 1200) \| هفتگی - 2 (دو شنبه - 1030 الی 1200)	1400/04/12 (0800 - 1100)	Second Term 1399
Advanced Rock Mechanics II	100478021	3	1	هفتگی - 0 (شنبه - 1030 الی 1200) \| هفتگی - 2 (دو شنبه - 1030 الی 1200)	(0000 - 0000)	First Term 1399

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Thesis

Showing 1 - 20 of 156 results.

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FirstName And Last Name	Project Name	Degree	Enterance Year

	The elasto-plastic analysis of reinforced soils using point interpolation method	M.S	0
	Prediction of Soil-Water Characteristic Curve Using Artificial Intelligence Systems	Ph.D	0
	The Nonlinear Elastoplastic Analysis of Jointed Rock Mass Using Meshless Method(Element Free Galerkin)	Ph.D	0
	Simple Shear Behavior of Unsaturated Soils	Ph.D	0
	Seismic Stability Analysis of Reinforced Soil Structures by the Method of Characteristics	Ph.D	0
	Shear Modulus and Damping Ratio of Mixed Gravel and Clay	Ph.D	0
	A thermodynamic approach to the determination of the effective stress parameter in unsaturated soils considering net stress effects	Ph.D	0
amir sajjad abedi darioni	Analytical, Numerical and Field Study of the Dynamic Response of Buried Pipelines under Blast Wave	Ph.D	0
Mohsen Ajdari	EXPERIMENTAL AND THEORETICAL EVALUATION OF HYDRO-MECHANICAL BEHAVIOR OF EXPANSIVE UNSATURATED CLAYS	Ph.D	0
Seyed Ali Asghari Pari	Reliability based calibration of Load and Resistance Factor Design (LRFD) method for driven pile foundations in fine-grained soils of Iran	Ph.D	0
Ali Reza Bagherieh	Experimental Evaluation of Suction Effects on Stress-Strain Behaviour of Unsaturated Soils	Ph.D	0
Mostafa Bahmani Shorijeh	Numerical and Experimental Investigation of Soil Internal Erosion Emphasizing on using Biotechnology to Improve the Erosion Resistance of soil	Ph.D	0
Sayed Mohammad Binesh	THE ELASTO-PLASTIC ANALYSIS OF REINFORCED SOILS USING POINT INTERPOLATION METHOD	Ph.D	0
abdorreza fazeli	A HYBRID FE-NN CONSTITUTIVE MODEL	Ph.D	0
Alireza Hajiani	Experimental and Numerical Behavior of Shallow Foundations on "Grid-Anchor" Reinforced Sand under Cyclic Loading	Ph.D	0
Mohammad Mehdi Heydari	Cyclic response of laterally loaded pile using Discrete Winkler model	Ph.D	0
elahe mohammadi	Optimization of the design of a subway station constructed using concrete arch pre-supporting system and investigation of its stability under certain and uncertain conditions	Ph.D	0
Mohammad Mehdi Mohebbi	A laboratory and Numerical Investigation on Suppression of Dust From Wind Erosion Using Biotechnology	Ph.D	0
Mansour Mosallanezhad	The investigation of bearing capacity improvement of granular soils using “Grid-Anchors”	Ph.D	0
elham raee ezabadi	Experimental and Numerical Investigation on Slopes Reinforced by Stone Columns	Ph.D	0

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Arsalan Ghahramani (retired)

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