Parametric Study on Analysis and Design of Secant Pile for Earthquake

This book is the result of the parametric study on Analysis and Design of Permanently Anchored Secant Pile Wall for Earthquake Loading.The recent period of sustained economic growth has led to an increase in use of underground space.With deep excavationsdesign issues are involved.This publication highlights how secant pile walls are formed and reinforced. It will be of interest to civil engineersurban authoritiescontractors and constructors. Consideration of soil parameters deformation interaction of soil and retaining configuration are highlighted.The relevance of the secant pile methodology is emphasized in preventing the soil and ground water ingress.Aspects related to nonlineardynamic and complicated system are mentioned. Contents:Parametereffect of stage excavation diameter of pile wallheight of the pile wall anchor spacingseismic site response accelerationssite responsesvelocitiesand ground amplification.