Описание: Evaluation of Ultimate Pile Compression Capacity from Static Pile Load Test Results
Behavior of Piles in Two Soil Layers, Sand Overlaying Compressible Clay (Case Study)
Laboratory Study of Plug Length Development and Bearing Capacity of Pipe Pile Models Embedded within Partially Saturated Cohesionless Soils
Bearing capacity and settlement of pile based on cone loading test
Experimental Study on Ultimate Capacity of Large Screw Piles in Beijing
Stability analysis of steel pipe pile reinforced inhomogeneous slope by using strength reduction finite element method
THE EVOLUTION OF ANALYSIS METHODS FOR LATERALLY LOADED PILES THROUGH TIME
Reliability of Load-Transfer Approach in the Design of Large Diameter Bored Piles
Numerical Study of Tapered Piles in Sand
A Full Scale Field Study: Evaluation of the Magnitude and Extent of Excess Pore Water Pressure during the Installation of Auger Pressure Grouted Displacement Piles in Downtown Orlando
Evaluating Pile Setup using Numerical Simulation and Introducing an Elastoplastic Constitutive Model for Clays
Analytical Models to Estimate the Time Dependent Increase in Pile Capacity (Pile Set-Up)
Effect of L/D ratio of pile group using equivalent pier method including interaction
Deep Foundations Case Histories in the East Coast of United States
Numerical Modeling of a Caisson Foundation Retrofitted with Helical Piles
Theoretical Verification for Full Scale Tests of Piled Raft Foundation
Comparative analysis of the behavior of piled raft and corresponding pile groups.
Field Monitoring of Concrete Piles of an Integral Abutment Bridge
Numerical Modelling of Pile Groups Composed of two open-ended Steel Piles
Adfreeze Strength and Creep Behavior of Pile Foundations in Warming Permafrost
Effect of Deep Supported Excavation on the Adjacent Deep Foundation
Side Resistance Assessment of Drilled Shafts Socketed into Rocks: Empirical Versus Artificial Intelligence Approaches
