English Papers
P1– Application of Pile Driving Analyzer (PDA) and CAPWAP Analysis to Bearing Capacity of Pile
P2– A Case Study of Soil Improvement Against Liquefaction By Using Jet grout Technique
P3– Evaluating the Bearing Capacity of Micropile Groups in Different Soils Using Numerical Methods
P4– EVALUATION OF EFFECTIVE PARAMETERS ON VIBRATIONS INDUCED BY PILE DRIVING WITH FINITE ELEMENT METHOD
P5– Numerical Study on Effect of Barriers on Vibrations Induced by Construction Activities
P6– Three-Dimensional Analysis of Permanent Covering Behavior of Gelevard Dam Injection Gallery and Optimal Design of Tunnel Coverage
P7– Investigation of Settlement and Heave Induced by Pile Driving
P8– Effects of the Inclination Variation of Micropile on Bearing Capacity of Sandy Soils
P9– The Effect of Support Conditions on Piles Performance in the Liquefiable Soils under Seismic Loading
P10– Study of Iran soil methods
P11– Predicting ε50 for Lateral Response of Piles in Marine Clay Using an Evolutionary-Based Approach
P12– The analysis of soil and structure interaction by finite element method in batter and bearing micropiles
P13– Numerical Analysis of Pre-casted Lightweight Concrete Piles Driving in Clayey Soil
P14– Investigating the Smart System Function of Injecting Fluid from Tanks to Well
P15– New Approach in Tunneling Construction Using the Forepooling Technique
P16– A New Finite Element Analysis of Pile Driving in Soft Rock
P17– Determining Minimized Arrangement of Micro piles to stabilize High Railway Embankments on Loose Foundations
P18– Two Pile Driving Techniques: Top and Bottom Hammering
P19– USING MICRO PILES FOR LIQUEFACTION MITIGATION IN LOW COMPACTED SANDY SOILS FOR ONSHORE STRUCTURES , CASE STUDY: KOOHESTAK FISHERY HARBOR
P20– SOIL IMPROVEMENT OF RECLAIMED LAND AND WEAK FOUNDATIONS BY VIBROFLOTATION
P21– Anodic Protection Response to Pile Driving for Fix Steel Jackets
P22– Tunnels of Metro Vienna
P23– Numerical Pile Driving Analysis for Non-Uniform Piles
P24– Soil Characterization in Super Soft, Sensitive Soils of Urmiyeh Lake
P25– Studying the effect of geometrical parameters on the behavior of offshore piles supporting jacket platforms
P26– Evaluation of Static and Dynamic Methods for Determining the Bearing Capacity of the Driven Pipe Piles
P27– Lateral Bearing Capacity of Piles in Cohesive Soils Based on Mohr-Coulomb Yield Criterion
P28– Numerical Modeling of Piled Raft Foundations on Improved Soft Clay
P29– Effect of Soil Improvement onSeismic Behaviors of Anchored Sheet Pile Walls Embedded in Liquefiable Sites
P30– Behavior Analysis of Pile Supported Embankments
P31– Time Effects on the Axial Compression Bearing Capacity of Piles Driven in Offshore Clays of Persian Gulf – A Case Study
P32– Comparison of pile dynamic and static load tests in clayey deposits of Southwest Iran with special attention on soil setup
P33– Behavior of Tapered Piles Subjected to Dynamic Loads
P34– Retrofitting of foundation for controlling the settlement of infrastructure by micro pile: a case study
P35– The Assessment of Chin Method Based on Pile Static and Dynamic Load Test Results
P36– Analysis of Different Methods of Pre-Supporting of the Ground and its Influence on Surface settlement due to Tunneling (NATM)
P37– Finite Element Analysis of the Seismic Behavior of Inclined Micropiles by Using PLAXIS
P38– Numerical Analysis of Inclined Micropiles Behavior Under Seismic Load
P39– Numerical Analysis and comparison of Micropile’s Pressure Bearing Capacity With the new Microbulb system on clay in Shiraz, Iran
P40– External radial stiffeners to improve seismic capacity of pile supported wharves
P41– Seismic Rehabilitation of Pile and Deck Quays Using Structural Fuse (Case Study of a South Pars Petrochemical Port Quay)
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