Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/11127
Title: DYNAMIC ANALYSIS OF PILE IN NON LINEAR SOIL
Authors: Kumar, Anil
Keywords: EARTHQUAKE ENGINEERING
PILE
NON LINEAR SOIL
NON-LINEAR ELASTO-PLASTIC MEDIUM
Issue Date: 1990
Abstract: Dynamic analysis of pile supported structures has drawn the attention of researchers ssince Niigata and Alaska earthquakes in 1934. This thesis presents a numerical scheme, for the analysis of lateral vibration of pile under seismic loading, based on energy principle. The soil was idealized as non-linear elasto-plastic medium with viscous resistance. The pile response obtained, from this numerical scheme was compared with an experimental study. The experiment was conducted on a large diameter bored pile (well foundation) embedded in sandy soil. Impact type excitation was given to the well foundation. A comparison of the predicted response from the numerical scheme and the experimental observations emphasised the need of a better simulation of soil rheological model under earthquake type loading.
URI: http://hdl.handle.net/123456789/11127
Other Identifiers: M.Tech
Appears in Collections:MASTERS' DISSERTATIONS (Earthquake Engg)

Files in This Item:
File Description SizeFormat 
EQD245487.pdf2.72 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.