Implementation Of Laterally Loaded Piles In Multi Layer Soils
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Implementation Of Laterally Loaded Piles In Multi Layer Soils
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Author : Monica Prezzi
language : en
Publisher: Purdue University Press
Release Date : 2009-11-15
Implementation Of Laterally Loaded Piles In Multi Layer Soils written by Monica Prezzi 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 2009-11-15 with Transportation 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.
Analysis Of Laterally Loaded Piles In Layered Soil
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Author : Mohamed Ashour
language : en
Publisher:
Release Date : 1998
Analysis Of Laterally Loaded Piles In Layered Soil written by Mohamed Ashour and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1998 with Piling (Civil engineering) categories.
Laterally Loaded Piles In A Layered Soil System
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Author : M. T. Davisson
language : en
Publisher:
Release Date : 1962
Laterally Loaded Piles In A Layered Soil System written by M. T. Davisson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1962 with Piling (Civil engineering) categories.
Single Piles And Pile Groups Under Lateral Loading
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Author : Lymon C. Reese
language : en
Publisher: CRC Press
Release Date : 2010-12-15
Single Piles And Pile Groups Under Lateral Loading written by Lymon C. Reese and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010-12-15 with Technology & Engineering categories.
The complexities of designing piles for lateral loads are manifold as there are many forces that are critical to the design of big structures such as bridges, offshore and waterfront structures and retaining walls. The loads on structures should be supported either horizontally or laterally or in both directions and most structures have in common t
Design Of Pile Foundations In Liquefiable Soils
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Author : Gopal Madabhushi
language : en
Publisher: Imperial College Press
Release Date : 2010
Design Of Pile Foundations In Liquefiable Soils written by Gopal Madabhushi and has been published by Imperial College Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with Science categories.
Pile foundations are the most common form of deep foundations that are used both onshore and offshore to transfer large superstructural loads into competent soil strata. This book provides many case histories of failure of pile foundations due to earthquake loading and soil liquefaction. Based on the observed case histories, the possible mechanisms of failure of the pile foundations are postulated. The book also deals with the additional loading attracted by piles in liquefiable soils due to lateral spreading of sloping ground. Recent research at Cambridge forms the backbone of this book with the design methodologies being developed directly based on quantified centrifuge test results and numerical analysis. The book provides designers and practicing civil engineers with a sound knowledge of pile behaviour in liquefiable soils and easy-to-use methods to design pile foundations in seismic regions. For graduate students and researchers, it brings together the latest research findings on pile foundations in a way that is relevant to geotechnical practice. Sample Chapter(s). Foreword (85 KB). Chapter 1: Performance of Pile Foundations (4,832 KB). Contents: Performance of Pile Foundations; Inertial and Kinematic Loading; Accounting for Axial Loading in Level Ground; Lateral Spreading of Sloping Ground; Axial Loading on Piles in Laterally Spreading Ground; Design Examples. Readership: Researchers, academics, designers and graduate students in earthquake engineering, civil engineering and ocean/coastal engineering.
Laterally Loaded Pile Analysis For Layered Soil Based On The Strain Wedge Model
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Author : Prakash K. Gowda
language : en
Publisher:
Release Date : 1991
Laterally Loaded Pile Analysis For Layered Soil Based On The Strain Wedge Model written by Prakash K. Gowda and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1991 with Piling (Civil engineering) categories.
Laterally Loaded Piles And Computer Program Com624g
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Author : Lymon C. Reese
language : en
Publisher:
Release Date : 1984
Laterally Loaded Piles And Computer Program Com624g written by Lymon C. Reese and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1984 with COM624G (Computer program) categories.
When the soil immediately below the base of a structure will not provide adequate bearing capacity, piles can be used to transfer load from the structure to soil strata which can support the applied load. This report deals with analysis of the lateral interaction of pile shaft and soil. Examples of such problems encountered by the Corps of Engineers are single-pile dolphins and baffles for grade control structures. A computer program called COM624, along with documentation, was developed at the University of Texas (UT) at Austin, to analyze laterally loaded pile problems. Analysis performed by program COM624 is dependent upon soil parameters input to the program. These soil parameters take the form of curves which simulate the nonlinear interaction of the pile and the surrounding soil. The UT Report also presented criteria for developing these soil response curves in various types of soils. This report consolidates the information available on laterally loaded pile analysis and provides supplementary data on Program COM624 (redesignated as COM624G). It describes modifications made in the input procedures and the addition of graphics options.
Investigation Of A Simplified Structural Model Of A Laterally Loaded Pile In A Two Layer Soil System
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Author : David Arthur Nuss
language : en
Publisher:
Release Date : 1968
Investigation Of A Simplified Structural Model Of A Laterally Loaded Pile In A Two Layer Soil System written by David Arthur Nuss and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1968 with Foundations 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.