Dynamic Analysis For Laterally Loaded Piles
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Dynamic Analysis For Laterally Loaded Piles
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Author : Kevin J. Bentley
language : en
Publisher:
Release Date : 1999
Dynamic Analysis For Laterally Loaded Piles written by Kevin J. Bentley and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999 with categories.
Dynamic Analysis For Laterally Loaded Piles
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Author : Kevin J. Bentley
language : en
Publisher:
Release Date : 1999
Dynamic Analysis For Laterally Loaded Piles written by Kevin J. Bentley and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999 with categories.
Dynamic Analysis Of Laterally Loaded Pile Groups Using Opensees
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Author : Susan E. Robarge
language : en
Publisher:
Release Date : 2002
Dynamic Analysis Of Laterally Loaded Pile Groups Using Opensees written by Susan E. Robarge and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002 with OpenSees categories.
Dynamic Testing And Analysis Of Laterally Loaded Piles
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Author : Izzat Hasayan
language : en
Publisher:
Release Date : 1988
Dynamic Testing And Analysis Of Laterally Loaded Piles written by Izzat Hasayan and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1988 with Piling (Civil engineering) categories.
Analysis Of Pile Foundations Subject To Static And Dynamic Loading
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Author : Amir M. Kaynia
language : en
Publisher: CRC Press
Release Date : 2021-08-30
Analysis Of Pile Foundations Subject To Static And Dynamic Loading written by Amir M. Kaynia and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2021-08-30 with Technology & Engineering categories.
This book presents computational tools and design principles for piles used in a wide range of applications and for different loading conditions. The chapters provide a mixture of basic engineering solutions and latest research findings in a balanced manner. The chapters are written by world-renowned experts in the field. The materials are presented in a unified manner based on both simplified and rigorous numerical methods. The first four chapters present the basic elements and steps in analysis of piles under static and cyclic loading together with clear references to the appropriate design regulations in Eurocode 7 when relevant. The analysis techniques cover conventional code-based methods, solutions based on pile-soil interaction springs, and advanced 3D finite element methods. The applications range from conventional piles to large circular steel piles used as anchors or monopiles in offshore applications. Chapters 5 to 10 are devoted to dynamic and earthquake analyses and design. These chapters cover a range of solutions from dynamic pile-soil springs to elasto-dynamic solutions of large pile groups. Both linear and nonlinear soil behaviours are considered along with response due to dynamic loads and earthquake shaking including possible liquefaction. The book is unique in its unified treatment of the solutions used for static and dynamic analysis of piles with practical examples of application. The book is considered a valuable tool for practicing engineers, graduate students and researchers.
Laterally Loaded Deep Foundations
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Author : James A. Langer
language : en
Publisher: ASTM International
Release Date : 1984
Laterally Loaded Deep Foundations written by James A. Langer and has been published by ASTM International this book supported file pdf, txt, epub, kindle and other format this book has been release on 1984 with Technology & Engineering categories.
Analysis Of Laterally Loaded Piles In Multilayered Soil Deposits
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Author : Dipanjan Basu
language : en
Publisher: Purdue University Press
Release Date : 2007-10-01
Analysis Of Laterally Loaded Piles In Multilayered Soil Deposits written by Dipanjan Basu and has been published by Purdue University Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2007-10-01 with Transportation categories.
This report focuses on the development of a new method of analysis of laterally loaded piles embedded in a multi-layered soil deposit treated as a three-dimensional continuum. Assuming that soil behaves as a linear elastic material, the governing differential equations for the deflection of laterally loaded piles were obtained using energy principles and calculus of variations. The differential equations were solved using both the method of initial parameters and numerical techniques. Soil resistance, pile deflection, slope of the deflected pile, bending moment and shear force can be easily obtained at any depth along the entire pile length. The results of the analysis were in very good agreement with three-dimensional finite element analysis results. The analysis was further extended to account for soil nonlinearity. A few simple constitutive relationships that allow for modulus degradation with increasing strain were incorporated into the analysis. The interaction of piles in groups was also studied.
Dynamic Response Of Laterally Loaded Piles
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Author : Punchet Thammarak
language : en
Publisher:
Release Date : 2009
Dynamic Response Of Laterally Loaded Piles written by Punchet Thammarak and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2009 with categories.
The laterally-loaded pile has long been a topic of research interest. Several models of the soil surrounding a pile have been developed for simulation of lateral pile behavior, ranging from simple spring and dashpot models to sophisticated three-dimensional finite-element models. However, results from the available pile-soil models are not accurate due to inherent approximations or constraints. For the springs and dashpots representation, the real and imaginary stiffness are calculated by idealizing the soil domain as a series of plane-strain slices leading to unrealistic pile behavior at low frequencies while the three-dimensional finite-element analysis is very computationally demanding. Therefore, this dissertation research seeks to contribute toward procedures that are computationally cost-effective while accuracy of the computed response is maintained identical or close to that of the three-dimensional finite-element solution. Based on the fact that purely-elastic soil displacement variations in azimuthal direction are known, the surrounding soil can be formulated in terms of an equivalent one-dimensional model leading to a significant reduction of computational cost. The pile with conventional soil-slice model will be explored first. Next, models with shear stresses between soil slices, including and neglecting the soil vertical displacement, are investigated. Excellent agreement of results from the proposed models with three-dimensional finite-element solutions can be achieved with only small additional computational cost.
Static And Dynamic Lateral Loading Of Pile Groups
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Author : Dan A. Brown
language : en
Publisher:
Release Date : 2001
Static And Dynamic Lateral Loading Of Pile Groups written by Dan A. Brown and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2001 with Technology & Engineering categories.
Pile Foundations In Engineering Practice
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Author : Shamsher Prakash
language : en
Publisher: John Wiley & Sons
Release Date : 1991-01-16
Pile Foundations In Engineering Practice written by Shamsher Prakash and has been published by John Wiley & Sons this book supported file pdf, txt, epub, kindle and other format this book has been release on 1991-01-16 with Technology & Engineering categories.
This is a concise, systematic and complete treatment of the design and construction of pile foundations. Discusses pile behavior under various loadings and types of piles and their installation, including consideration of soil parameters. It provides step-by-step design procedures for piles subject to vertical loading and pullout, lateral, inclined and eccentric loads, or dynamic loads, and for piles in permafrost. Also describes load test procedures and their interpretation and buckling of long, slender piles with and without supported length. The closing chapter presents case histories of prediction and performance of piles and pile groups. Includes numerous solved problems.