Mehdi Veiskarami

Articles And Books

Articles

Mojtaba Jahanandish،Ghassem Habibagahi،Mehdi Veiskarami ,Bearing capacity factor Nc for unsaturated soils by ZEL method ,Acta Geotechnica ,vol. 0 ,2010 ,pp. 177-188 ,
Mehdi Veiskarami،Ghassem Habibagahi ,Foundations bearing capacity subjected to seepage by the ,Front. Struct. Civ. Eng. ,vol. 0 ,2013 ,pp. 446-455 ,
Mehdi Veiskarami،Ali Zanj ,Stability of Sheet-Pile Walls Subjected to Seepage Flow by Slip Lines and Finite Elements ,Géotechnique ,vol. 0 ,2014 ,pp. 759-775 ,
Akbar K. Haghi،Mahyar Arabani،Mehdi Veiskarami ,Applications of Expanded Polystyrene (EPS) Beads and Polyamide 66 in Civil Engineering Part Two Stabilization of Clayey Sand ,Composite Interfaces ,vol. 0 ,2006 ,pp. 451-459 ,
Mahyar Arabani،Mehdi Veiskarami ,Geomechanical Properties of Lime Stablized Clayey Sands ,Arabian Journal for Science and Engineering ,vol. 0 ,2007 ,pp. 11-25 ,
Mahyar Arabani،Mehdi Veiskarami ,A Simple Nonlinear Elastic Model for Prediction of Lime Stablized Clayey Sand Behavior ,Iranian Journal of Science and Technology ,vol. 0 ,2007 ,pp. 573-576 ,
Mir Ahmad Lashteh Neshaei،Mir Abdolhamid Mehrdad،Mehdi Veiskarami ,The Effect of Beach Reflection on Undertow ,Iranian Journal of Science and Technology - Transactions of Electrical Engineering ,vol. 0 ,2009 ,pp. 49-60 ,
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 ,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 and Foundation Engineering ,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 ,
Mehdi Veiskarami،Abolfazl Eslami،Jyant Kumar ,End-Bearing Capacity of Driven Piles in Sand Using the Stress Characteristics Method Analysis and Implementation ,Canadian Geotechnical Journal ,vol. 0 ,2011 ,pp. 1570-1586 ,
Abolfazl Eslami،Mehdi Veiskarami،Mohammad Mandro Eslami ,Study on Optimized Piled-Raft Foundations (PRF) Performance with Connected and Non-Connected Piles- Three Case Histories ,INTERNATIONAL JOURNAL OF CIVIL ENGINEERING ,vol. 0 ,2012 ,pp. 100-112 ,
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 Results with 131 Case Studies ,KSCE Journal of Civil Engineering ,vol. 0 ,2012 ,pp. 723-732 ,
Mehdi Veiskarami،Ali Ghorbani،Seyyed Mohammadreza Alavipour ,Development of a Constitutive Model for Rockfills and Similar Granular Materials Based on the Disturbed State Concept ,Frontiers of Structural and Civil Engineering ,vol. 0 ,2012 ,pp. 365-378 ,
Mehdi Veiskarami،Jyant Kumar ,Bearing Capacity of Foundations Subjected to Groundwater Flow ,Geomechanics and Geoengineering ,vol. 0 ,2012 ,pp. 293-301 ,
Mehdi Veiskarami،Solmaz Pourzeynali ,Green’s Function for the Deflection of Non-Prismatic Simply Supported Beams by an Analytical Approach ,Estonian Journal of Engineering ,vol. 0 ,2012 ,pp. 336-0 ,
Mehdi Veiskarami،Jyant Kumar،Fatemeh Valikhah ,Effect of the Flow Rule on the Bearing Capacity of Strip Foundations on Sand by the Upper-Bound Limit Analysis and Slip Lines ,International Journal of Geomechanics ,vol. 0 ,2014 ,pp. 1-11 ,
Farzin Kalantary،Hosein Molaabasi،Maziar Salahi،Mehdi Veiskarami ,Prediction of Liquefaction Induced Lateral Displacements Using Robust Optimization Model ,SCIENTIA IRANICA ,vol. 0 ,2013 ,pp. 242-250 ,
Javad Sayyad-Amin،Somayye Nikkhah،Mehdi Veiskarami ,A statistical method for assessment of the existing correlations of hydrate forming conditions ,Journal of Energy Chemistry ,vol. 0 ,2015 ,pp. 93-100 ,
Mehdi Veiskarami،Arash Bahar،Erfan Zandi Lak ,Dynamic Earth Pressure on Rigid Retaining Walls Induced by a Neighboring Machine Foundation by the Meshless Local Petrov-Galerkin Method ,Earthquake Engineering and Engineering Vibration ,vol. 0 ,2015 ,pp. 647-661 ,
Mehdi Veiskarami،Jyant Kumar،Fatemeh Valikhah ,A Practical Procedure to Estimate the Bearing Capacity of Footings on Sand – Application to 87 Case Studies ,Iranian Journal of Science and Technology - Transactions of Electrical Engineering ,vol. 0 ,2015 ,pp. 469-483 ,
Mehdi Veiskarami،Mir Ahmad Lashteh Neshaei،Mehran Karimpour Fard،Tina PourRamezan ,A Numerical Study on Static and Seismic Stability of Breakwaters on Soft Granular Marine Deposits against Deep Failure ,MARINE GEORESOURCES & GEOTECHNOLOGY ,vol. 0 ,2017 ,pp. 42-51 ,
Javad Sayyad-Amin،Samira Keshavarz Babaee Nejad،Mehdi Veiskarami،Alireza Bahadori ,Prediction of Hydrate Formation Temperature Based on an Improved Empirical Correlation by Imperialist Competitive Algorithm ,Petroleum Science and Technology ,vol. 0 ,2016 ,pp. 162-169 ,
Mehdi Veiskarami،Mahsa Doostdar ,Bearing Capacity of Non-Associative Coaxial Granular Materials by Upper Bound Limit Analysis and Finite Elements ,Geomechanics and Geoengineering ,vol. 0 ,2017 ,pp. 153-168 ,
Mehdi Veiskarami،Sina Fadaie ,Stability of Supported Vertical Cuts in Granular Matters in Presence of the Seepage Flow by a Semi-Analytical Approach ,SCIENTIA IRANICA ,vol. 0 ,2017 ,pp. 537-550 ,
Abolfazl Eslami،Fatemeh Valikhah،Mehdi Veiskarami،Maryam Salehi ,CPT-Based Investigation for Pile Toe and Shaft Resistances Distribution ,Geotechnical and Geological Engineering ,vol. 0 ,2017 ,pp. 2891-2905 ,
Mohammadreza Mir Tamizdoust،Mehdi Veiskarami،Hossein Mohammadi ,A Note on the Effect of Intermediate Principal Stress on the Onset of Strain Localization in Granular Soils ,Iranian Journal of Science and Technology - Transactions of Civil Engineering ,vol. 0 ,2017 ,pp. 429-432 ,
Mehdi Veiskarami،Reza Jamshidi Chenari،Amir Arsalan Jame'ei ,Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming ,International Journal of Geomechanics ,vol. 0 ,2017 ,pp. 04017119-0 ,
Mehdi Veiskarami،Mohammadreza Mir Tamizdoust ,Bifurcation Analysis in Sands under True Triaxial Conditions with Coaxial and Noncoaxial Plastic Flow Rules ,Journal of Engineering Mechanics ASCE ,vol. 0 ,2017 ,pp. 4017120-0 ,
Nafiseh Khoramshokooh،Mehdi Veiskarami،Mohammad Reza Nikoo،Somayeh Pourvahedi Roshandeh ,Multi-Objective Hydraulic Optimization of Diversion Dam’s Cut-Off ,Water Resources Management ,vol. 0 ,2018 ,pp. 3723-3736 ,
Fatemeh Valikhah،Abolfazl Eslami،Mehdi Veiskarami ,Load–Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields ,International Journal of Civil Engineering ,vol. 0 ,2019 ,pp. 1879-1893 ,
Mohammad Ali Shokoohi Ghahfarokhi،Mehdi Veiskarami،NADER HATAF ,A Numerical and Analytical Study on the Bearing Capacity of Two Neighboring Shallow Strip Foundations on Sand ,Iranian Journal of Science and Technology Transactions of Civil Engineering ,vol. 0 ,2019 ,pp. 591-602 ,
Mehdi Veiskarami،Reza Jamshidi Chenari،Amir Arsalan Jame'ei ,A Study on the Static and Seismic Earth Pressure Problems in Anisotropic Granular Media ,Geotechnical and Geological Engineering ,vol. 0 ,2019 ,pp. 1987-2005 ,
Poneh Pakdel،Reza Jamshidi Chenari،Mehdi Veiskarami ,An estimate of the bearing capacity of shallow foundations on anisotropic soil by limit equilibrium and soft computing technique ,Geomechanics and Geoengineering ,vol. 0 ,2019 ,pp. 202-217 ,
Poneh Pakdel،Reza Jamshidi Chenari،Mehdi Veiskarami ,Seismic bearing capacity of shallow foundations rested on anisotropic deposits ,International Journal of Geotechnical Engineering ,vol. 0 ,2021 ,pp. 181-192 ,
Amir Arsalan Jame'ei،Reza Jamshidi Chenari،Mehdi Veiskarami ,Closure to “Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming” by Mehdi Veiskarami Reza Jamshidi Chenari and Amir Arsalan Jameei ,International Journal of Geomechanics ,vol. 0 ,2019 ,pp. 7019006-0 ,
Sina Fadaie،Mehdi Veiskarami ,Bearing Capacity Failure of Supported Cuts in the Presence of Seepage Flow by Coupled Finite Elements and Stress Characteristics Method ,International Journal of Civil Engineering ,vol. 0 ,2020 ,pp. 817-825 ,
Mehdi Emami Roudbali،Gholam Reza Rakhshandehroo،Mehdi Veiskarami،Mojtaba Mahzoon،Solmaz Saadat ,Induced Vibration of a Surface Foundation atop a Fluid-Conveying Embedded Pipe ,Journal of Engineering Mechanics ,vol. 0 ,2020 ,pp. 4020121-0 ,
Behzad Rezaie،Reza Jamshidi Chenari،Mehdi Veiskarami ,A Study on the Effect of Cement Treatment on the Behavior of EPS Composite Soils ,Geotechnical and Geological Engineering ,vol. 0 ,2020 ,pp. 5475-5487 ,
Hamideh Mohammadi،NADER HATAF،Mehdi Veiskarami ,A numerical study on the behaviour of foundations resting on fibre reinforced soils using an innovative enhanced soil-fibre finite element ,Geomechanics and Geoengineering ,vol. 0 ,2022 ,pp. 613-629 ,
Hessam Fathipour،Amirhossein Safardoost Siahmazgi،Meghdad Payan،Mehdi Veiskarami،Reza Jamshidi Chenari ,Limit Analysis of Modified Pseudodynamic Lateral Earth Pressure in Anisotropic Frictional Medium Using Finite-Element and Second-Order Cone Programming ,International Journal of Geomechanics ,vol. 0 ,2021 ,pp. 0-0 ,
Ahmad Foroutan Kalourazi،Reza Jamshidi Chenari،Mehdi Veiskarami ,Bearing Capacity of Strip Footings Adjacent to Anisotropic Slopes Using the Lower Bound Finite Element Method ,International Journal of Geomechanics ,vol. 0 ,2020 ,pp. 0-0 ,
Mehdi Veiskarami،Toomaj Farsimadan،Mojtaba Mahzoon ,Study on the Shear Band Thickness in Classical Continua by a Decomposed Deformation Field for Granular Materials ,Journal of Engineering Mechanics ,vol. 0 ,2019 ,pp. 0-0 ,
Amirhossein Safardoost Siahmazgi،Hessam Fathipour،Reza Jamshidi Chenari،Mehdi Veiskarami،Meghdad Payan ,Evaluation of the pseudo-dynamic bearing capacity of surface footings on cohesionless soils using finite element lower bound limit analysis ,Geomechanics and Geoengineering ,vol. 0 ,2021 ,pp. 1-13 ,
Nazanin Jamali،Mehdi Veiskarami،Reza Jamshidi Chenari ,An Investigation on the Settlement of Shallow Foundations Resting on Cross-Anisotropic Soil Deposits ,Iranian Journal of Science and Technology Transactions of Civil Engineering ,vol. 0 ,2021 ,pp. 1769-1790 ,
HABIBOLLAH MOLAEI،Mehdi Veiskarami،Stanislaw Pietruszczak ,Localization of Deformation in Anisotropic Granular Materials Utilizing the Microstructure Tensor ,International Journal of Geomechanics ,vol. 0 ,2021 ,pp. 0-0 ,
Sadeq Qojevand،Ghassem Habibagahi،Mehdi Veiskarami ,Stability Analysis of Sloping Grounds in Unsaturated Soils using the Method of Stress Characteristics ,SCIENTIA IRANICA ,vol. 0 ,2021 ,pp. 3058-3071 ,
Mehdi Veiskarami،Leila RoshanAli،Ghassem Habibagahi ,Effect of Particles Shape on the Hydraulic Conductivity of Stokesian Flow in Granular Materials ,Geotechnical and Geological Engineering ,vol. 0 ,2022 ,pp. 4645-4656 ,
Ali Ghorbani،Afshar Nemati Mersa،Mehdi Veiskarami،Naser Hamidzadeh،Hadi Hasanzadehshooiili ,Shaking table tests to parametrically evaluate post-shaking settlements and pore water pressure build-up in marine sands ,Arabian Journal of Geosciences ,vol. 0 ,2021 ,pp. 0-0 ,
Mehdi Veiskarami،Reza Jamshidi Chenari،Mohammad Amin Ahmadi،Mohammad Hadi Hatefi ,A Study on the Seismic Passive Earth Pressure on Rigid Retaining Walls Considering Seismic Acceleration Field ,Journal of Earthquake Engineering ,vol. 0 ,2022 ,pp. 0-0 ,
Mehdi Veiskarami،Elaheh Azar،Ghassem Habibagahi ,A rational hypoplastic constitutive equation for anisotropic granular materials incorporating the microstructure tensor ,Acta Geotechnica ,vol. 0 ,2023 ,pp. 1233-1253 ,
Mehdi Veiskarami،Mohammad Ali Shokoohi Ghahfarokhi ,A Lower Bound Estimate of the Bearing Capacity of Foundations on Inherently Anisotropic Sands Implementing the Fabric Tensor ,Geotechnical and Geological Engineering ,vol. 0 ,2023 ,pp. 831-845 ,
Shabnam Shirazizadeh،Mehdi Veiskarami،Siavash Ghabezloo ,A Study on the Initiation of Discontinuities in Hypoplastic Granular Materials for Some Simple Motion Fields in Classical Continua ,Journal of Engineering Mechanics ,vol. 0 ,2023 ,pp. 0-0 ,
Roozbeh Owji،Ghassem Habibagahi،Mehdi Veiskarami ,Effects of Cyclic and Post-cyclic Loading on Lateral Response of Flexible Piles Embedded in Dry Sand ,International Journal of Civil Engineering ,vol. 0 ,2022 ,pp. 0-0 ,
Hessam Fathipour،Amirhossein Safardoost Siahmazgi،Meghdad Payan،Reza Jamshidi Chenari،Mehdi Veiskarami ,Evaluation of the Active and Passive Pseudo-Dynamic Earth Pressures using Finite Element Limit Analysis and Second-Order Cone Programming ,Geotechnical and Geological Engineering ,vol. 0 ,2023 ,pp. 1921-1936 ,
Milad Yarmohammad Touski،Maryam Dehghani،Mehdi Veiskarami ,Monitoring and modeling of a landslide in Kahroud Iran by InSAR measurements and slope stability analysis ,Natural Hazards ,vol. 0 ,2023 ,pp. 2249-2268 ,
Mehdi Veiskarami،Leila RoshanAli،Ghassem Habibagahi ,A theoretical study on the hydraulic conductivity of anisotropic granular materials by implementing the microstructure tensor ,Granular Matter ,vol. 0 ,2023 ,pp. 0-0 ,
Farshid Baharvand،Seyyed Mehrab Amiri، ،Mehdi Veiskarami ,A Time Domain Nonlinear Fluid-Structure-Soil Interaction Analysis of Rectangular Water Storage Tanks Using Coupled Eulerian- Lagrangian(CEL) Formulation and Direct Method ,Journal of Earthquake Engineering ,vol. 0 ,2023 ,pp. 0-0 ,
Siroos Keihan asl،Maryam Dehghani،Mehdi Veiskarami ,Coherence Optimization in Polarimetric Subspace of Sentinel-1 for Subsidence Monitoring ,Iranian Journal of Science and Technology - Transactions of Civil Engineering ,vol. 0 ,2023 ,pp. 0-0 ,
Farshid Baharvand،Seyyed Mehrab Amiri،Mohammad Reza Shekari،Mehdi Veiskarami ,A Time Domain Nonlinear Fluid–Structure–Soil Interaction Analysis of Rectangular Water Storage Tanks Using Coupled Eulerian–Lagrangian (CEL) Formulation and Direct Method ,Journal of Earthquake Engineering ,vol. 0 ,2023 ,pp. 1-25 ,
Mehdi Veiskarami،fatemeh kardooni،Nooshin Khelghat،Mojtaba Jahanandish،Siavash Ghabezloo ,A Rational Study on Limit States in Hypoelastic Materials ,Iranian Journal Of Materials Forming ,vol. 0 ,1403 ,pp. 0-0 ,
Mohammad Ali Shokoohi Ghahfarokhi،Mehdi Veiskarami،Mojtaba Jahanandish ,A Lower Bound Estimate of the Bearing Capacity of Foundations on Inherently Anisotropic Sands Verification with 100 Case Studies ,Iranian Journal of Science and Technology - Transactions of Civil Engineering ,vol. 0 ,2024 ,pp. 0-0 ,
Milad Pezhman،Ghassem Habibagahi،Mehdi Veiskarami ,Response of buried pipelines subjected to ground subsidence using a nonlinear pasternak approach ,Transportation Geotechnics ,vol. 0 ,2025 ,pp. 101504-0 ,
Donya Amerian،Mohammadkazem Amiri،Ali Safaei،Amoussou Coffi Adoko،Masoud Riazi،Mehdi Veiskarami ,Stacked machine learning models for accurate estimation of shear and Stoneley wave transit times in DSI log ,Scientific Reports ,vol. 0 ,2025 ,pp. 0-0 ,
fatemeh kardooni،Mehdi Veiskarami،Nooshin Khelghat،Siavash Ghabezloo،Mojtaba Jahanandish ,Limit State and Bifurcation Point in Hypoelastic Materials for Some Objective Stress Rates ,Journal of Engineering Mechanics ,vol. 0 ,2025 ,pp. 0-0 ,
Mehdi Veiskarami،Zahra Abi ,Seismic Stability Analysis of Undrained Anisotropic Slopes by a Semi-analytical LE Method and AI-Assisted Interpretation ,Geotechnical and Geological Engineering ,vol. 0 ,2025 ,pp. 0-0 ,

Conferences

Sina Fadaie،Mehdi Veiskarami ,Deep-Seated Failure beneath Sheet-Pile Walls in Presence of Seepage Flow ,دومین کنفرانس بین المللی ژئوتکنیک و مهندسی لرزه‌ای شهری ,
Mehdi Veiskarami،Reza Jamshidi Chenari،Amir Arsalan Jame'ei ,Effect of Soil Shear Strength Parameters Anisotropy on the Bearing Capacity of Surface Footings ,10th International Congress on Civil Engineering ,
Sina Fadaie،Mehdi Veiskarami،Naser Hamidzadeh ,Deep Failure beneath Supported Sheet-Pile Walls in Sand ,2nd Iranian Conference on Soil Mechanics and Foundation Engineering ,
Mohammadreza Mir Tamizdoust،Mehdi Veiskarami،Hossein Mohammadi ,Shear Band Initiation in Work Hardening Sands ,2nd Iranian Conference on Soil Mechanics and Foundation Engineering ,
Farzin Kalantary،Mehdi Veiskarami،Majid Tahmasebi ,Lagrangian and ALE Finite Elements in Bearing Capacity Problem of Surface Footing ,2nd Iranian Conference on Soil Mechanics and Foundation Engineering ,
Mehdi Veiskarami،Ghassem Habibagahi،Sadeq Qojevand ,Stability Analysis of Sloping Grounds in Unsaturated Soils by the Method of Stress Characteristics ,5th Int. Conf. on Geotech. Eng. and Soil Mech. ICGESM2016 ,
Mehdi Veiskarami،Sina Fadaie ,Numerical Study of the Effect of Seepage Flow on the Stability of Supported Vertical Cuts in Sand against Base Failure ,5th Int. Conf. on Geotech. Eng. and Soil Mech. ICGESM2016 ,
Mehdi Veiskarami،Mir Ahmad Lashteh Neshaei،Mehran Karimpour Fard،Tina PourRamezan ,Stability of breakwaters subject to deep seated failure by the method of characteristics ,International Workshop on Civil Engineering and Architecture - IWCEA ,
Mehdi Veiskarami،Mir Ahmad Lashteh Neshaei،Sarah Saghati Jalali ,A Seismic Model for Active Faults of Central Alborz Zone and Comparison of Response Spectra with BHRC Code 2800 ,هفتمین کنگره ملی مهندسی عمران ,
Mehdi Veiskarami،Fatemeh Valikhah ,Bearing Capacity of Strip Foundations with a Non-Associated Flow Rule Assumption ,هفتمین کنگره ملی مهندسی عمران ,
Ali Ghorbani،Mehdi Veiskarami،Naser Hamidzadeh،Afshar Nemati Mersa ,A Study on the Bearing Capacity Alteration of Shallow Foundation Resting on Anzali Sand after Applied Cyclic Loading ,7th International Symposium on Advances in Science and Technology (7SASTech) ,
Fatemeh Valikhah،Mehdi Veiskarami ,A Study on the Effect of Flow Rule on the Bearing Capacity of Strip Foundations by Method of Stress Characteristics ,7th International Symposium on Advances in Science and Technology (7SASTech) ,
Mehdi Veiskarami،Solmaz Pourzeynali ,Influence Lines for Non-Prismatic Simply Supported Beams by an Analytical Method ,9th International Congress on Civil Engineering ,
Mehdi Veiskarami،Jyant Kumar ,Bearing Capacity of Foundations Subjected to Groundwater Flow ,9th International Congress on Civil Engineering ,
Mehdi Veiskarami،Ali Ghorbani،Seyyed Mohammadreza Alavipour ,Application of the Disturbed State Concept in Evaluation of a Developed Constitutive Elasto-Plastic Model for Rockfills ,5th International Geomechanics Conference ,
Alireza Hajiani Boushehrian،Mehdi Veiskarami،Arash Vafamand ,Numerical Investigation of Machine Foundations on Fiber Concrete Tunnel in Reinforced Sand ,5th International Geomechanics Conference ,
Mehdi Veiskarami،Sina Fadaie ,A Note on Deep Seated Failures in Supported Vertical Cuts in Sands below the Groundwater Table by a Coupled Numerical-Analytical Method ,Geotechnical Frontiers ASCE ,
Fariba Ghanbarpour،Mir Ahmad Lashteh Neshaei،Mehdi Veiskarami ,Investigation of the Possibility of Tsunami Generation due to LandSlide in Large Lakes (Casestudy Caspian Sea) ,10th National Congress on Civil Engineering ,
Fatemeh Valikhah،Abolfazl Eslami،Mehdi Veiskarami ,CPT-Based Approach to Study the Load-Displacement Behavior of Driven Piles by the New Method of Stress Characteristics ,China-Europe Conference on Geotechnical Engineering ,
Fariba Ghanbarpour،Mir Ahmad Lashteh Neshaei،Mehdi Veiskarami ,Tsunami Generation and its Characteristics due to Landslide in Caspian Sea ,13th Int. Conf. on Coasts Ports and Marine Structures (ICOPMAS) ,
Hessam Fathipour،Reza Jamshidi Chenari،Mehdi Veiskarami ,Evaluation of active and passive seismic earth pressures against retaining walls using finite element and limit analysis ,11th National Congress on Civil Engineering ,
Amirhossein Safardoost Siahmazgi،Reza Jamshidi Chenari،Mehdi Veiskarami ,Seismic Bearing Capacity of Shallow Footing with using Lower Bound Limit Analysis Method ,11th National Congress on Civil Engineering ,
HABIBOLLAH MOLAEI،Mehdi Veiskarami ,A Note on the Incorrect and Legitimate Definitions of Anisotropic Shear Strength in Granular Materials ,11th National Congress on Civil Engineering ,
Milad Yarmohammad Touski،Mehdi Veiskarami،Maryam Dehghani ,Interferometric point target analysis (IPTA) for landslide monitoring ,ISPRS International Geospatial Conference 2019 ,
Amin Tavakkoliestahbanati،Milad Yarmohammad Touski،Mehdi Veiskarami،Maryam Dehghani ,A Comparison between Application of StaMPS and Interferometric Point Targer Analysis (IPTA) on Sentinel-1 data; Case study Kahroud landside ,Fringe 2021 ,
Ghassem Habibagahi،NADER HATAF،Mehdi Veiskarami،Ehsan Nikooee،Hossein Ansari،Roozbeh Owji،Mohammad Kariminasab ,Soil-pile interaction in unsaturated condition , دومین کنفرانس بین المللی مهندسی زلزله و ژیوتکنیک لرزه ای ,

Offered Courses

Name

Name

Continuum Mechanics II	100477121	3	1	هفتگی - 0 (شنبه - 0900 الی 1030) \| هفتگی - 2 (دو شنبه - 0900 الی 1030)	1401/10/18 (1100 - 1400)	First Term 1401
Engineering Mathematics	100431541	3	1	هفتگی - 0 (شنبه - 0730 الی 0900) \| هفتگی - 2 (دو شنبه - 0730 الی 0900)	1401/10/25 (1400 - 1700)	First Term 1401
Continuum Mechanics II	100477121	3	1	هفتگی - 0 (شنبه - 0730 الی 0900) \| هفتگی - 2 (دو شنبه - 0730 الی 0900)	1400/10/19 (0800 - 1100)	First Term 1400
Soil Mechanics 1	100431181	3	1	هفتگی - 0 (شنبه - 1400 الی 1600) \| هفتگی - 2 (دو شنبه - 1400 الی 1600)	1400/10/18 (1400 - 1700)	First Term 1400
Soil Mechanics Laboratory	100431191	1	1	هفتگی - 1 (یک شنبه - 1030 الی 1300)	(0000 - 0000)	First Term 1400
Soil Mechanics Laboratory	100431191	1	2	هفتگی - 3 (سه شنبه - 1030 الی 1300)	(0000 - 0000)	First Term 1400
Advanced Mathematics I	100445081	3	1	هفتگی - 0 (شنبه - 0730 الی 0900) \| هفتگی - 2 (دو شنبه - 0730 الی 0900)	1400/04/13 (1400 - 1700)	Second Term 1399
Soil Mechanics 1	100431181	3	1	هفتگی - 0 (شنبه - 1400 الی 1600) \| هفتگی - 2 (دو شنبه - 1400 الی 1600)	1400/04/19 (1400 - 1700)	Second Term 1399
Soil Mechanics Laboratory	100431191	1	2	هفتگی - 4 (چهار شنبه - 1030 الی 1300)	(0000 - 0000)	Second Term 1399

Showing 9 results.

Items per Page (Changing the value of this field will reload the page.)

First Previous Next Last

Thesis

Showing 1 - 20 of 67 results.

Items per Page 20

First Previous Next Last

FirstName And Last Name	Project Name	Degree	Enterance Year

Elaheh Azar	A Rational Study on the Induced Anisotropy in Hypo-Plastic Granular Materials	Ph.D	0
Mehdi Emami Roudbali	Investigation of Interaction of Surface Foundations atop a Fluid Conveying Embedded Pipe	Ph.D	0
Toomaj Farsimadan	A Study on the Formation and Thickness of the Shear Band in Elasto-Plastic Granular Materials with Non-Associated Non-Coaxial Plastic Flow Rule	M.S	0
Masoud Goudarzi	Numerical Investigation of Seismic Bearing Capacity of Shell Foundations Considering the Scale Effect	M.S	0
Masoud Jokar	Effect of aggregate size distribution and type of bitumen on properties of asphalt produced using recycled polyethylene bags as additive	M.S	0
Farshad Khodarahimi Bougar	A Study on Attenuation Laws for Southern Zagros Zone Earthquakes in Fars Province	M.S	0
Hamideh Mohammadi	An Enhanced Soil-Fiber Finite Element to Study the Load-Displacement Behavior of Surface Strip Foundations on Fiber-Reinforced Granular Soils	M.S	0
HABIBOLLAH MOLAEI	A Study on the Localization of Deformation in Anisotropic Granular Materials Utilizing Microstructure Tensor	M.S	0
Sadeq Qojevand	Numerical Investigation of Slope Stability of Unsaturated Soils, Using the Method of Stress Characteristics	M.S	0
leila roshanAli	A Study on the Hydraulic Conductivity of Stokes Flow in Anisotropic Granular Porous Media Utilizing the Material Microstructure Tensor	M.S	0
shabnam shirazi zade	A Study on Dynamical and Kinematical Conditions of Shear Band Formation in Hypoplastic Granular Materials	M.S	0
Milad Yarmohammad Touski	Application of Radar Interferometry based on persistent Scatterer in Landslide monitoring	M.S	0
fatemeh kardooni	Instability and Limit State Analysis in Pressure Sensitive Hypoelastic Materials by Some Objective Stress Rates	Ph.D	0
nooshin khelghat	A Study on the Behavior of Hypoelastic Granular Materials in Finite Simple Motion Fields by Implementing Some Objective Stress Rates	M.S	0
roozbeh owji	Experimental and Numerical Studies on the Response of a Single Pile under Lateral Cyclic Loads in Unsaturated Sandy Soils	Ph.D	0
Mohammad Ali Shokoohi Ghahfarokhi	Lower Bound Limit Analysis of the Bearing Capacity of Shallow Foundations on Anisotropic Sands Implementing the Material Microstructure Tensor	Ph.D	0
Mohammad Hossein Azimi	Three-Dimensional Analysis of Bearing Capacity of Square Footings on Concave Slopes by Finite Element Method	M.S	0
Farshid Baharvand	on seismic performance of rigid liquid storage tanks subjected to earthquake ground motion using coupled Eulerian-Lagrangian (CEL) formulation and infinite element boundary condition	M.S	0
Behrooz Daneshian	Prediction of Hydraulic Conductivity Curve of Unsaturated Soils via Pore Networks	M.S	0
Mohammad Hossein Emamirad	Fabrication and Investigation of the properties of Polyvinylidene fluoride (PVDF)\Nanosilica Hollow Fiber Composite Membranes for Water Treatment	M.S	0

Showing 1 - 20 of 67 results.

Items per Page 20

First Previous Next Last

Teachers

Staff

Students

افراد

Faculty Members

Articles And Books

Articles

Conferences

Offered Courses

Thesis

Useful links

دفاتر و مراکز