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|Title:||DYNAMIC ANALYSIS OF PILE IN NON LINEAR SOIL|
|Keywords:||EARTHQUAKE ENGINEERING;PILE;NON LINEAR SOIL;NON-LINEAR ELASTO-PLASTIC MEDIUM|
|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.|
|Research Supervisor/ Guide:||Mukherjee, S.|
Lavania, B. V. K.
|Appears in Collections:||MASTERS' THESES (Earthquake Engg)|
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