Dynamic Analysis of Laterally Loaded Piles (Effect of Spacing & Diameters)
Junaid Maste1, P. J. Salunke2, N. G. Gore3
1Junaid Maste, P.G student, MGMCET, New Panvel (Maharashtra), India.
2Prof. P. J. Salunke, Assistant Professor, MGMCET Navi Mumbai (Maharashtra), India.
3Prof. N. G. Gore, Assistant Professor, MGMCET Navi Mumbai (Maharashtra), India.
Manuscript received on 20 May 2014 | Revised Manuscript received on 25 May 2014 | Manuscript published on 30 May 2014 | PP: 7-9 | Volume-3 Issue-2, May 2014 | Retrieval Number: B1051053214/2014©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: In this study the finite element model (FEM) analysis of group of piles in cohesionless soil with the diameter from 0.5m to 2m and spacing between the piles varied from 2D to 3D by means of the FB-multipier software. Hence by developing a finite element model soil structure interaction study is carried out considering nonlinear soil behavior in time domain analysis with the help of Newmark’s beta method.
Keywords: Laterally loaded piles, Dynamic analysis, p-y curves, Newmark’s beta method, FB-multipier.
Scope of the Article: Foundations Dynamics