| No. |
Title |
Journal |
Authors |
Year |
| ۱ |
Capacity of Piles from CPT Data , U1995 |
DFI, DEEP FOUNDATION MAGAZINE |
Eslami, A., & Fellenius, B. H. |
۱۹۹۵ |
| ۲ |
Pile Capacity by Direct CPT and CPTu Methods Applied to 102 case histories  |
CGJ, CANADIAN GEOTECHNICAL JOURNAL |
Eslami, A., & Fellenius, B. H. |
۱۹۹۷ |
| ۳ |
CPT and CPTu Data for Soil Profile Interpretation, Review of Methods and Proposed New Approach |
IJST, IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY, |
Eslami, A., & Fellenius, B. H. |
۲۰۰۴ |
| ۴ |
Analytical Model for Ultimate Bearing Capacity of Foundations from Cone Resistance |
SI, SCIENTIA IRANICA, |
Eslami, A. & Gholami, M. |
۲۰۰۶ |
| ۵ |
Bearing Capacity Of Driven Piles in Sands from SPT-Applied to 60 Case Histories |
IJST, IRANIAN JOURNAL OF SCIENCE & TECHNOLOGY, |
Shariatmadari, N. Eslami, A. & Karimpour, M. |
۲۰۰۸ |
| ۶ |
Piles Shaft Capacity from CPT and CPTu Data by Polynomial Neural Networks and Genetic algorithms. |
COMGEO, COMPUTERS AND GEOTECHNICS JOURNAL |
Ardalan, H. Eslami, A. & Nariman-Zadeh, N. |
۲۰۰۹ |
| ۷ |
End-Bearing Capacity of Driven Piles in Sand Using the Stress Characteristics Method : Analysis and Implementation |
CGJ, CANADIAN GEOTECHNICAL JOURNAL |
Veiskarami, M., Eslami, A., & Kumar, J. |
۲۰۱۱ |
| ۸ |
Analysis of Non-Connected Piled Raft Foundations (NCPRF) with Cushion by Finite Element Method |
CMCE, COMPUTATIONAL METHODS IN CIVIL ENGINEERING(CMCE) |
Eslami, A., & Salehi Malekshah, S. |
۲۰۱۱ |
| ۹ |
Evaluating CPT and CPTu Based Pile Bearing Capacity Estimation Methods Using Urmiyeh lake Causeway Piling Records |
SI, SCIENTIA IRANICA |
Eslami, A., Aflaki, E., & Hosseini, B. |
۲۰۱۱ |
| ۱۰ |
Study on Optimized Piled-Raft Foundations (PRF) Performance with Connected and Non-Connected Piles- Three Case Histories |
IJCE, INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, |
Eslami, A., Veiskarami, M., & Eslami, M. |
۲۰۱۲ |
| ۱۱ |
Comparison of Shear Pile Force and Moment in Slippage Reinforced with Shear Pile |
LIFE SCIENCE JOURNAL |
Mohamadi, M., Eslami, A.& Nabizade, F. |
۲۰۱۲ |
| ۱۲ |
Share Wave Velocity by Polynomial Neural Networks and Genetic Algorithms Based on Geotechnical Soil Properties |
AJSE, ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING |
Mola-Abasi, H., Eslami, A., Tabatabaie Shourijeh, P. |
۲۰۱۳ |
| ۱۳ |
Characterization of the Correlation Structure of Residual CPT Profiles in Sand Deposits |
IJCE, INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, |
Eslami Kenarsari, A.& Jamshidi Chenari, R. |
۲۰۱۳ |
| ۱۴ |
Scale Effect Aspects for Correlation CPTu Data in Deep Foundation Analysis and Design |
LIFE SCIENCE JOURNAL |
Rezazadeh, S., Eslami, A., & Jafary Shalkoohi, A. |
۲۰۱۳ |
| ۱۵ |
Determining soil Shear Strength Parameters from CPT and CPTu Data |
SI, SCIENTIA IRANICA |
Motaghedi, H.& Eslami, A. |
۲۰۱۳ |
| ۱۶ |
Analytical Approach for Determination of Soil Shear Strength Parameters from CPT and CPTu Data |
AJSE, ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING |
Motaghedi, H. & Eslami, A. |
۲۰۱۴ |
| ۱۷ |
Experimental Study on Stiffness Properties of Non-Engineered Clay and Granular Fills |
ARABIAN JOURNAL OF GEOSCIENCES |
Eslami, A. Ahmadnezhad, M. Eslami Kenarsari, A.& Rezazadeh Mirsadeghi, S. |
۲۰۱۴ |
| ۱۸ |
Assessment of the likelihood of Suffusion in Alluvial Soils: Case History |
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT |
Khaksar Najafi, E.& Eslami, A. |
۲۰۱۴ |
| ۱۹ |
Efficiency of Methods for Determining Pile Axial Capacity-Applied to 70 Cases Histories in Persain Gulf Northern Shore |
IJCE, INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, |
Eslami, A. Tajvidi, I. & Karimpor Fard, M. |
۲۰۱۴ |
| ۲۰ |
Study of Deep Foundation Performances by Frustum Confining Vessel (FCV) |
IJCE, INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, |
Zaredorabi, M. & Eslami, A. |
۲۰۱۴ |
| ۲۱ |
A Polynomial Model for Predicting Liquefaction Potential from Cone Penetration Test Data |
SI, SCIENTIA IRANICA |
Eslami, A. Molaabasi, H. & Tabatabaie, P. |
۲۰۱۴ |
| ۲۲ |
Study on the Failure Behavior of Three Different Stabilized Problematic Soils |
SI, SCIENTIA IRANICA |
Aflaki, E. Sedighi, P.& Eslami, A. |
۲۰۱۴ |
| ۲۳ |
Settlement Prediction for Problematic Soils Improved by Explosive Compaction (EC) Method |
VITAE-REVISTA DE LA FACULTAD DE QUIMICA FARMACEUTICA |
Tavakoli, B. Shakeran, M. & Eslami, A. |
۲۰۱۴ |
| ۲۴ |
Analytical and Experimental Study of Land Subsidence in Southwestern Area of Tehran |
VITAE-REVISTA DE LA FACULTAD DE QUIMICA FARMACEUTICA |
Pirozi, A. Eslami, A. Kharaghani, S.& Tavousi Tafreshi, S. |
۲۰۱۴ |
| ۲۵ |
Investigation of Explosive Compaction (EC) for liquefaction Mitigation Using CPT Records |
BEEE, BULLETIN OF EARTHQUAKE ENGINEERING, |
Eslami, A. |
۲۰۱۵ |
| ۲۶ |
Effects of Freeze-thaw Cycles on a Fiber Reinforced Fine Grained Soil Inrelation to Geotechnical Parameters |
COLD REGIONS SCIENCE AND TECHNOLOGY |
Roustaei, M., Eslami, A. & Ghazavi, M. |
۲۰۱۵ |
| ۲۷ |
Characterization of Sedimentary Anzali Sand for Static and Seismic Studies Purposes |
IJGG, INTERNATIONAL JOURNAL OF GEOGRAPHY AND GEOLOGY |
Ahmadi, H., Eslami, A.& Arabani, M. |
۲۰۱۵ |
| ۲۸ |
Behavior of Piles under Different Installation Effects by Physical Modeling |
IJOG, INTERNATIONAL JOURNAL OF GEOMECHANICS, ASCE |
Zarrabi, M. & Eslami, A. |
۲۰۱۵ |
| ۲۹ |
Deltaic Soil Behavior Classification (SBC) Using CPTu Records- Proposed Approach and Applied to Fifty Four Case Histories |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Eslami, A., Alimirzaei, M., Aflaki, E. & Molaabasi, H. |
۲۰۱۵ |
| ۳۰ |
Drained Soil shear Strength Parameters from CPTu Data for Marine Deposits by Analytical Model |
SAOS, SHIPS AND OFFSHORE STRUCTURES, |
Eslami, A., Mohammadi, A. |
۲۰۱۵ |
| ۳۱ |
CPT-Based Evaluation of Blast Densification (BD) Performance in Loose Deposits with Settlement and Resistance Considerations |
GEOTECHNICAL AND GEOLOGICAL ENGINEERING |
Eslami, A & Pirouzi, A. & J.M.Omar |
۲۰۱۵ |
| ۳۲ |
Assessment of Babolsar Concrete Pedestrian Bridge Failure for 1964 Flood Event and Retrofitting Practice |
EFA, ENGINEERING FAILURE ANALYSIS |
Eslami, A., Heidarie Golafzani, S. &, Jamshidi Chenari, R. |
۲۰۱۶ |
| ۳۳ |
Behavior of Helical Piles – As a Geoenvironmental Choice – By Frustum Confining Vessel |
ADVANCES IN SCIENCE AND TECHNOLOGY RESEARCH JOURNAL |
Khazaie, J.&, Eslami, A. |
۲۰۱۶ |
| ۳۴ |
Geotechnical Aspects of Explosive Compaction |
SHOCK AND VIBRATION |
Mahdi Shakeran, Abolfazl Eslami, & Majid Ahmadpour |
۲۰۱۶ |
| ۳۵ |
Geotechnical behavior of helical piles via physical modeling by frustum confining vessel (FCV) |
INTERNATIONAL JOURNAL OF GEOGRAPHY AND GEOLOGY |
Khazaie, J.&, Eslami, A. |
۲۰۱۶ |
| ۳۶ |
Study of Soil Disturbance Effect on Bearing Capacity of Helical Pile by Experimental Modelling in FCV |
INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, IGE |
Askari Fateh, A. M., Eslami, A.&, Fahimifar, A. |
۲۰۱۶ |
| ۳۷ |
Physical Modeling for Pile Performance Combined with Ground Improvement Using Frustum Confining Vessel (FCV) |
INTERNATIONAL JOURNAL OF PHYSICAL MODELLING IN GEOTECHNICS, ICE |
Karimi, A. H.&, Eslami, A. |
۲۰۱۷ |
| ۳۸ |
CPT-Based Investigation by Direct and Indirect Approaches for Pile Toe and Shaft Resistances Distribution |
GEGE, JOURNAL OF GEOTECHNICAL AND GEOLOGICAL ENGINEERING, |
Eslami, A., Valikhah, F., Veiskarami, M.&, Salehi, M. |
۲۰۱۷ |
| ۳۹ |
Experimental study on the settlement of marine deposits of Anzali under cyclic loading by laminar box apparatus |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Ahmadi, H., Eslami, A. &, Arabani, M. |
۲۰۱۷ |
| ۴۰ |
Ground Improvement and Foundation Practice for Persian Gulf Bridge (Causeway); Bandar Abbass Harbour – Qeshm Island |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Asadi, F., Eslami, A. &,Valikhah, F. |
۲۰۱۷ |
| ۴۱ |
Post-Grouted Helical Piles Behavior via Physical Modeling by FCV |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Khazaei, J.&, Eslami, A. |
۲۰۱۷ |
| ۴۲ |
Direct CPT and CPTu Methods for Determining Bearing Capacity of Helical Piles |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Askari Fateh, A. M., Eslami, A.&, Fahimifar, A. |
۲۰۱۷ |
| ۴۳ |
Shear strength behavior of crude Oil contaminated sand-concrete interface |
GEOMECHANICS AND ENGINEERING |
Mohammadi A. H., Ebadi, T. &, Eslami, A. |
۲۰۱۷ |
| ۴۴ |
Study of pile behavior by improvement of confining soils using frustum confining vessel |
SI, SCIENTIA IRANICA |
Karimi, A. H., Eslami, A., Zarrabi, M.& Khazaei, J |
۲۰۱۷ |
| ۴۵ |
Seawall Case Studies and Failure Analysis of Sloped Concrete Walls Under Static and Dynamic Loads |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Eslami, M. & Eslami, A. |
۲۰۱۷ |
| ۴۶ |
Bearing Capacity of Semi-Deep Skirted Foundations on Clay Using Stress Characteristics and Finite Element Analyses |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Rezazadeh, S & Eslami, A. |
۲۰۱۷ |
| ۴۷ |
Properties of Fine Soils Contaminated with Gas Oil |
MATERIAL TESTING |
Mir Mohammad Hosseini, F., Ebadi, T. & Eslami, A. |
۲۰۱۷ |
| ۴۸ |
Mitigating the Seismic Settlement of Foundations on Sand by Ground Improvement |
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, ICE |
Ahmadi, H., Eslami, A. & Arabani, M. |
۲۰۱۷ |
| ۴۹ |
Empirical Methods for Determining Shaft Bearing Capacity of Semi-Deep Foundations Socketed in Rocks |
ROCK MECHANICS AND GEOTECHNICAL ENGINEERING |
Rezazadeh, & Eslami |
۲۰۱۷ |
| ۵۰ |
Study of Pile Behavior by Improvement of Confining Soils Using Frustum Confining Vessel |
SI, SCIENTIA IRANICA, SHARIF UNIVERSITY OF TECHNOLOGY |
Karimi, A., Eslami, A., Zarrabi, M. & Khazaei, J. |
۲۰۱۷ |
| ۵۱ |
Settlement Evaluation of Explosive Compaction in Saturated Sands |
SDEE, SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, |
Daryai, R. & Eslami, A. |
۲۰۱۷ |
| ۵۲ |
A Study of the Axial Load Behaviour of Helical Piles in Sand by Frustum Confining Vessel |
INTERNATIONAL JOURNAL OF PHYSICAL MODELLING IN GEOTECHNICS, ICE |
Eslami, A., Askari Fateh, A. M. & Fahimifar, A. |
۲۰۱۷ |
| ۵۳ |
Ground Subsidence in Plains Around Tehran: Site Survey, Records Compilation and Analysis |
LJGE, INTERNATIONAL JOURNAL OF GEO- ENGINEERING |
Pirouzi, A. & Eslami, A. |
۲۰۱۷ |
| ۵۴ |
Geotechnical Characterization of Soils in the Eastern and Western Areas of Tehran |
ENGINEERING, TECHNOLOGY & APPLIED SCIENCE RESEARCH |
Razmyar, A. & Eslami, A. |
۲۰۱۷ |
| ۵۵ |
CPT-Based Approach to Study the Load-Displacement Behavior of Driven Piles by the New Method of Stress Characteristics |
SPRINGER NATURE SWITZERLAND |
Valikhah,F & Eslami,A. & Veiskarami,M |
۲۰۱۸ |
| ۵۶ |
Study on Pile Ultimate Capacity Criteria and CPT based Direct Methods |
IGE, INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, |
Moshfeghi, S.&, Eslami, A. |
۲۰۱۸ |
| ۵۷ |
Axial Compressive Bearing Capacity of Piles in Oil-Contaminated Sandy Soil by Using FCV |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Mohammadi, A.& Ebadi, T.& Eslami, A. & Sjoerd E. A. T. M. van der Zee |
۲۰۱۸ |
| ۵۸ |
Failure Analysis of CPT-Based Direct Methods for Axial Capacity of Driven Piles in Sand |
GEORISK :ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERRD SYSTEM AND GEOHAZARDS |
Moshfeghi, S.&, Eslami, A. |
۲۰۱۸ |
| ۵۹ |
Reliability-Based Assessment of Drilled Displacement Piles Bearing Capacity Using CPT Records |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Moshfeghi, S & Eslami, A. |
۲۰۱۸ |
| ۶۰ |
Semi-Deep Skirted Foundations and Numerical Solution to Evaluate their Bearing Capacity |
OPEN JOURNAL OF GEOLOGY |
Esmaeili, K., & Eslami, A. |
۲۰۱۸ |
| ۶۱ |
Non-Stationary Realisation of CPT Data: Considering Lithological and Inherent Heterogeneity |
GEORISK :ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERRD SYSTEM AND GEOHAZARDS |
Jamshidi, Kamyab Frahbakhsh, Heidari Golafzani, Eslami |
۲۰۱۸ |
| ۶۲ |
Reply to Discussion on “Empirical Methods for Determining Shaft Bearing Capacity of Semi-Deep Foundations Socketed in Rocks” |
ROCK MECHANICS AND GEOTECHNICAL ENGINEERING |
Rezazadeh, S. & Eslami, A. |
۲۰۱۸ |
| ۶۳ |
Complications Caused by Neighboring and Building construction in Urbanareas- Three Case Studies |
INTERNATIONAL JOURNAL OF SUSTAINABLE ENERGY AND ENVIRONMENTAL RESEARCH |
Moghadasi, H. & Eslami, A. |
۲۰۱۸ |
| ۶۴ |
Evaluating the Geotechnical and Geophysical Characteristics of Expanding Districts in Tehran Using Field Experiments |
CIVIL ENGINEERING JOURNAL |
Razmyar, A. & Eslami, A. |
۲۰۱۸ |
| ۶۵ |
Geotechnical Properties of Rasht Clay and Silt in Northern Iran |
IGE, INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, |
Akbarzadeh Kasani, H & Eslami, A. |
۲۰۱۹ |
| ۶۶ |
Prediction of Drained Soil Shear Strength Parameters of Marine Deposit from CPTu Data Using GMDH-Type Neural Netwok |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Mola-Abasi, H.& Eslami, A. |
۲۰۱۹ |
| ۶۷ |
Investigation into Geotechnical Properties of Clayey Soils Contaminated with Gasoil Using Response Surface Methodology (RSM) |
SI, SCIENTIA IRANICA |
Fatemeh Mir Mohammad Hosseini; Taghi Ebadi; Abolfazl Eslami; S. M. Mir Mohammad Hosseini; H. R. Jahangard |
۲۰۱۹ |
| ۶۸ |
AUT: Geo-CPT&Pile Database Updates and Implementations for Pile Geotechnical Design |
GEOTECHNICAL ENGINEERING JOURNAL OF THE SEAGS & AGSSEA |
Eslami, A &Valikhah,F & Moshfeghi, S & Heidarie Golafzani,S |
۲۰۱۹ |
| ۶۹ |
Experimental Investigation of the Densification Properties of Clay Soil Mixes with Tire Waste |
CIVIL ENGINEERING JOURNAL |
Akbarimehr,D & Aflaki,E & Eslami,A. |
۲۰۱۹ |
| ۷۰ |
Complete general solution for Lord–Shulman generalized thermoelastodynamics by using potential functions for transversely isotropic solids |
ACTA MECHANICA |
Hayati,Y & Havaei,Gh & Eslami,A. |
۲۰۱۹ |
| ۷۱ |
Reliability based assessment of axial pile bearing capacity: static analysis, SPT and CPT-based methods |
GEORISK :ASSESSMENT AND MANAGEMENT OF RISK FOR ENGINEERRD SYSTEM AND GEOHAZARDS |
Heidarie Golafzani,S & Jamshidi Chenari,R & Eslami,A. |
۲۰۱۹ |
| ۷۲ |
Skirted semi-deep foundations behaviour on deposits with variable undrained shear strength |
SHIPS AND OFFSHORE STRUCTURES |
Rezazadeh,S & Eslami,A. |
۲۰۱۹ |
| ۷۳ |
CPT‑Based Nonlinear Stress–Strain Approach for Evaluating Foundation Settlement: Analytical and Numerical Analysis |
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING |
Valikhah,F & Eslami,A. |
۲۰۱۹ |
| ۷۴ |
Load–Displacement Behavior of Driven Piles in Sand Using CPT-Based Stress and Strain Fields |
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING |
Valikhah,F & Eslami,A. & Veiskarami,M |
۲۰۱۹ |
| ۷۵ |
Self-expanded piles: A new approach to unconventional piles development |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Shojaei,E & Eslami,A & Ganjian,N |
۲۰۱۹ |
| ۷۶ |
Geotechnical site characterization of the Lake Urmia super-soft sediments using laboratory and CPTu records |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Eslami,A & Akbarimehr,D & Aflaki,E & Hajitaheriha,MM |
۲۰۱۹ |
| ۷۷ |
Elasto-plastic characteristics of clayey soils contaminated by gasoil using cyclic triaxial apparatus |
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING |
Fatemeh Mir Mohammad Hosseini; Taghi Ebadi; Abolfazl Eslami; S. M. Mir Mohammad Hosseini; H. R. Jahangard |
۲۰۱۹ |
| ۷۸ |
Design adaptations in a large and deep urban excavation: Case study |
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING |
Alipour, A & Eslami, A. |
۲۰۱۹ |
| ۷۹ |
Pile Shaft Capacity from Cone Penetration Test Records Considering Scale Effects |
INTERNATIONAL JOURNAL OF GEOMECHANICS |
Eslami, A & Lotfi, L & Infante, J, A & Moshfeghi, S & Eslami, M |
۲۰۲۰ |
| ۸۰ |
Probabilistic assessment of Model Uncertainty for Prediction of Pile Foundation Bearing Capacity; Static Analysis, SPT and CPT-based Methods |
GEOTECHNICAL AND GEOLOGICAL ENGINEERING |
Heidarie Golafzani,S & Eslami,A. & Jamshidi Chenari,R |
۲۰۲۰ |
| ۸۱ |
Geotechnical behaviour of clay soil mixed with rubber waste |
JOURNAL OF CLEANER PRODUCTION |
Akbarimehr,D & Eslami,A.& Aflaki,E |
۲۰۲۰ |
| ۸۲ |
Relevant Data-based Approach Upon Reliable Factor for Pile Axial Capacity |
MGG, MARINE GEORESOURCES & GEOTECHNOLOGY |
Heidarie Golafzani,S & Eslami,A. |
۲۰۲۰ |
| ۸۳ |
Using empirical correlations and artificial neural network to estimate compressibility of low plasticity clays |
ARABIAN JOURNAL OF GEOSCIENCES |
Akbarimehr,D & Eslami,A.& Aflaki,E and Imam,R |
۲۰۲۰ |
| ۸۴ |
Microstructure and Strength Effect on Bearing Capacity of Helical Piles Installed in Golestan Loess |
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING |
Arabameri, M & Eslami,A |
۲۰۲۱ |
| ۸۵ |
Influence of Soil Stiffness on the Response of Piled Raft Foundations under Earthquake Loading |
TRANSPORTATION INFRASTRUCTURE GEOTECHNOLOGY |
Akbari,A & Eslami,A & Nikookar,M |
۲۰۲۱ |
| ۸۶ |
۳D soil-structure interaction analysis with a combined substructure-FEM under external forces and seismic waves |
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES |
Hayati,Y & Havaei,Gh & Eslami,A.& Matteo Filippi |
۲۰۲۱ |
| ۸۷ |
Correlations between Compression Index and Index Properties of Undisturbed and Disturbed Tehran clay |
GEOTECHNICAL AND GEOLOGICAL ENGINEERING |
Akbarimehr,D & Eslami,A.& Imam,R |
۲۰۲۱ |
| ۸۸ |
Experimental and comparative investigations of a new self-expanded steel pile behaviour via physical modelling (FCV-AUT) |
SOIL MECHANICS and FOUNDATION ENGINEERING |
Shojaei,E & Eslami,A & Ganjian,N |
۲۰۲۱ |
| ۸۹ |
The experimental investigation of the behavior of executed piles model with applied torque in Frustum Confining Vessel (FCV-AUT) |
SOIL MECHANICS and FOUNDATION ENGINEERING |
Hejazi Rad, S & Ghareh,S & Eslami,A & Ganjian,N |
۲۰۲۱ |
| ۹۰ |
Experimental and Field Studies on the Behavior of Drilled Displacement Piles |
INNOVATIVE INFRASTRUCTURE SOLUTIONS |
Hejazi Rad, S & Ghareh,S & Eslami,A & Ganjian,N |
۲۰۲۱ |
| ۹۱ |
Study on Ultimate Capacity of Drilled Displacement Piles: Static Analysis and CPT-based Methods |
SOIL MECHANICS and FOUNDATION ENGINEERING |
Hejazi Rad, S & Ghareh,S & Eslami,A & Ganjian,N |
۲۰۲۱ |
| ۹۲ |
Investigating the Effect of Waste Rubber in Granular Form on Strength Behavior of Tehran Clay |
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING |
Akbarimehr,D Eslami,A & Aflaki,E & Hajitaheriha,MM |
۲۰۲۱ |
| ۹۳ |
Asymmetric 3D stress-and flux-induced wave propagation in transversely isotropic thermoelastic solids by using of analytical methods |
WAVES IN RANDOM AND COMPLEX MEDIA |
Hayati,Y & Havaei,Gh & Eslami,A. |
۲۰۲۱ |
| ۹۴ |
۳D asymmetric dynamic Green’s functions of a thermoelastic transversely isotropic solid by a method of potentials |
JOURNAL of THERMAL STRESSES |
Hayati,Y & Eslami,A.& Havaei,Gh |
۲۰۲۱ |
| ۹۵ |
Wet and dry installation effects on the capacity of helical piles in loess deposits |
INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING |
Arabameri, M & Eslami,A |
۲۰۲۲ |
| ۹۶ |
Failure analysis of clay soil-rubber waste mixture as a sustainable construction material |
CONSTRUCTION AND BUILDING MATERIALS |
Eslami,A & Akbarimehr,D |
۲۰۲۲ |
| ۹۷ |
Geotechnical and geophysical characterisations of construction waste-infilled quarry for housing and commercial developments: Case study of Tehran, Iran |
WASTE MANAGEMENT & RESEARCH |
Eslami,A & Nabizadeh, A & Akbarzadeh Kasani, H |
۲۰۲۲ |
| ۹۸ |
Effect of Cone Diameter on Determination of Penetration Resistance Using a FCV |
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING |
Esmailzade, M & Eslami,A & Nabizadeh, A |
۲۰۲۲ |
| ۹۹ |
Load–Displacement Behavior of Semi-deep Shell Foundations on Sand by Experimental Study |
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING |
A Tadayon, A & Eslami,A & Fakharian, k |
۲۰۲۲ |
| ۱۰۰ |
Design and fabrication of frustum confining vessel apparatus for model pile testing in saturated soils |
INNOVATIVE INFRASTRUCTURE SOLUTIONS |
Jassim, A & Ganjian, N & Eslami, A |
۲۰۲۲ |
| ۱۰۱ |
Optimized selection of axial pile bearing capacity predictive methods based on multi-criteria decision-making (MCDM) models and database approach |
SOFT COMPUTING |
Heidarie Golafzani,S & Eslami,A. & Jamshidi Chenari,R & Saghaian, H |
۲۰۲۲ |
| ۱۰۲ |
Equivalent dynamic stiffnesses and 3D wave propagations of a transversely isotropic elastic ground in rocking and torsional interactions with a harmonically loaded rigid foundation |
MECHANICS of ADVANCED MATERIALS and STRUCTURES |
Hayati,Y & Eslami,A & Rahai, A |
۲۰۲۲ |
| ۱۰۳ |
Improving the Geotechnical Properties of Recycled Non-Selected Construction Waste Using Geogrid Reinforcement |
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING |
Eslami,A & Nasiri,A & Fahimifar, A |
۲۰۲۲ |
| ۱۰۴ |
Dynamic Interaction, Impedance Functions and Elastic Wave Propagation Due to Horizontal and Vertical Vibrations of a Rigid Foundation in a Transversely Isotropic Elastic Ground |
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES |
Hayati,Y & Havaei,Gh & Eslami,A. |
۲۰۲۲ |
| ۱۰۵ |
Mixed Boundary-Value Problems and Dynamic Impedance Functions Due to Vibrations of Rigid Disc on a Thermoelastic Transversely Isotropic Half-Space |
Engineeering Analysis with Boundary Elemnts |
Hayati,Y & Eslami,A & Rahai, A |
۲۰۲۲ |
| ۱۰۶ |
Developed triangular charts; deltaic CPTu-based soil behavior classification using AUT:CPTu-Geo-Marine Database |
Probabilistic Engineering Mechanics |
Eslami, A. & Heidarie Golafzani, S.& Naghibi, M. |
۲۰۲۳ |
| ۱۰۷ |
Axial bearing capacity of helical piles in moist and saturated conditions using frustum confining vessel (FCV) |
Numerical Methods in Civil Engineering |
Jassim, A & Ganjian, N & Eslami, A |
۲۰۲۳ |
