Finite element analysis of 2 piles in series and parallel arrangement subjected to lateral load

In most cases, the deflection criterion governs the design of pile or pile group subjected to lateral load. In the present study, 2 piles in parallel and 2 piles in series are analyzed for lateral displacement. Program for three dimensional analysis is written in FORTRAN 90. Pile is modelled using 2...

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Bibliographische Detailangaben

Hauptverfasser:	Navale, Avinash V., Solanki, Chandresh H., Sawant, V. A.
Format:	Tagungsbericht
Sprache:	eng
Schlagworte:	Apexes Center of gravity Criteria Diameters Dimensional analysis Finite element method Lateral displacement Lateral loads Mohr-Coulomb theory Nodes Pile groups Soil analysis Soil modulus Three dimensional analysis
Online-Zugang:	Volltext
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