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Advances in Analysis and Design of Deep Foundations: Proceedings of the 1st GeoMEast International C


Advances in Analysis and Design of Deep Foundations: Proceedings of the 1st GeoMEast International C
178.17 CHF
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Lieferzeit: 7-14 Werktage

  • 10459962


Beschreibung

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

Eigenschaften

Breite: 154
Gewicht: 494 g
Höhe: 235
Länge: 17
Seiten: 304
Sprachen: Englisch
Autor: Anand Puppala, Khalid Alshibli, Murad Abu-Farsakh

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