Amanote Research

Amanote Research

    RegisterSign In

The Equivalent Pier Method for Energy Pile Groups

Geotechnique - United Kingdom
doi 10.1680/jgeot.16.p.139
Full Text
Open PDF
Abstract

Available in full text

Categories
EarthPlanetary SciencesEngineering GeologyGeotechnical Engineering
Date

August 1, 2017

Authors
A. F. Rotta LoriaL. Laloui
Publisher

Thomas Telford Ltd.


Related search

Dynamic Interaction Factors for Floating Pile Groups

Journal of Geotechnical Engineering
1991English

EQUIVALENT ENERGY METHOD FOR CALCULATING ELASTIC-PLASTIC FRACTURE. Paper No. 12.

1972English

Numerical Modeling of the Effect of Pile Geometry and Pile Cap Leveling on the Local Scour Under Inclined Pier Group

SN Applied Sciences
2019English

Interaction Factors for Pile Groups Due to Downdrag.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1998English

Field Equivalent Finite Groups

Mathematische Zeitschrift
Mathematics
2004English

Experimental Study of Rocking Seismic Isolation of Bridge Pier With Pile Foundation

DEStech Transactions on Engineering and Technology Research
2018English

Nonlinear Stress Analysis of Flexible Pile Composite Foundation by Energy Method

Advances in Materials Science and Engineering
Materials ScienceEngineering
2018English

Nonlinear Analysis of Torsionally Loaded Pile Groups

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
2010English

A Property Equivalent to N-Permutability for Infinite Groups

Journal of Algebra
Number TheoryAlgebra
1999English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2026 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy