Method of Analysis of Piles Under Lateral Loading

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Publisher :
ISBN 13 :
Total Pages : 13 pages
Book Rating : 4.:/5 (125 download)

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Book Synopsis Method of Analysis of Piles Under Lateral Loading by : LC. Reese

Download or read book Method of Analysis of Piles Under Lateral Loading written by LC. Reese and published by . This book was released on 1986 with total page 13 pages. Available in PDF, EPUB and Kindle. Book excerpt: The design of piles to resist lateral loading is an important problem in soil structure interaction. Several methods, based on different theories, have been suggested for analysis of such foundations. Taking into account the nonlinear and inelastic characteristics of soils, the p-y method of analysis is thought to be the best one at the present time. A principal feature of the p-y method is the solution of a nonlinear, fourth-order differential equation by finite-difference techniques. The soil is modelled by the use of discrete mechanisms (p-y curves), which relate the soil resistance to the pile deflection at various depths below the ground surface.

Handbook on Design of Piles and Drilled Shafts Under Lateral Load

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Publisher :
ISBN 13 :
Total Pages : 360 pages
Book Rating : 4.:/5 (112 download)

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Book Synopsis Handbook on Design of Piles and Drilled Shafts Under Lateral Load by : Lymon C. Reese

Download or read book Handbook on Design of Piles and Drilled Shafts Under Lateral Load written by Lymon C. Reese and published by . This book was released on 1984 with total page 360 pages. Available in PDF, EPUB and Kindle. Book excerpt: This Handbook is specifically designed as a guide to highway engineers. It was used as a textbook for the FHWA training courses on the above title. Several methods of analysis and design of piles under lateral loading are in use. Two methods are presented: the method of Broms, and the method where nonlinear soil-response curves, p-y curves, are employed. The latter method is given prominence because of its versatility. A computer program is presented for solving the equations giving pile deflection, rotation, bending moment, and shear. An iterative procedure is employed internally in the computer program because of the nonlinear response of the soil. Nondimensional curves are presented that can be used for "hand" solution of the differential equation.

Single Piles and Pile Groups Under Lateral Loading

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Publisher : CRC Press
ISBN 13 : 1439894302
Total Pages : 529 pages
Book Rating : 4.4/5 (398 download)

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Book Synopsis Single Piles and Pile Groups Under Lateral Loading by : Lymon C. Reese

Download or read book Single Piles and Pile Groups Under Lateral Loading written by Lymon C. Reese and published by CRC Press. This book was released on 2010-12-15 with total page 529 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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

Handbook on Design of Piles and Drilled

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Publisher :
ISBN 13 : 9781410225603
Total Pages : 0 pages
Book Rating : 4.2/5 (256 download)

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Book Synopsis Handbook on Design of Piles and Drilled by : Lymon Reese

Download or read book Handbook on Design of Piles and Drilled written by Lymon Reese and published by . This book was released on 2006-08 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book is specifically designed as a guide to highway engineers. It was used as a textbook for the FHWA training courses on the above title. Several methods of analysis and design of piles under lateral loading are in use. Two methods are presented: the method of Broms, and the method where nonlinear soil-response curves, p-y curves, are employed. The latter method is given prominence because of its versatility. A computer program is presented for solving the equations giving pile deflection, rotation, bending moment, and shear. An iterative procedure is employed internally in the computer program because of the nonlinear response of the soil. Nondimensional curves are presented that can be used for "hand" solution of the differential equation. Nondimensional solutions are useful as a means of checking computer output and to provide insight into the nature of the problem. Several examples are solved and the material is presented in a manner to simplify necessary computations, with step-by-step procedures given where appropriate.

Piles in Weak Rock

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Author :
Publisher : Thomas Telford
ISBN 13 :
Total Pages : 248 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Piles in Weak Rock by :

Download or read book Piles in Weak Rock written by and published by Thomas Telford. This book was released on 1977 with total page 248 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Pile Foundation Analysis and Design

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Publisher : Krieger Publishing Company
ISBN 13 : 9780894644498
Total Pages : 397 pages
Book Rating : 4.6/5 (444 download)

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Book Synopsis Pile Foundation Analysis and Design by : H. G. Poulos

Download or read book Pile Foundation Analysis and Design written by H. G. Poulos and published by Krieger Publishing Company. This book was released on 1990-01-01 with total page 397 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Geotechnics for Sustainable Infrastructure Development

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Publisher : Springer Nature
ISBN 13 : 9811521840
Total Pages : 1417 pages
Book Rating : 4.8/5 (115 download)

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Book Synopsis Geotechnics for Sustainable Infrastructure Development by : Phung Duc Long

Download or read book Geotechnics for Sustainable Infrastructure Development written by Phung Duc Long and published by Springer Nature. This book was released on 2019-11-28 with total page 1417 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book presents 09 keynote and invited lectures and 177 technical papers from the 4th International Conference on Geotechnics for Sustainable Infrastructure Development, held on 28-29 Nov 2019 in Hanoi, Vietnam. The papers come from 35 countries of the five different continents, and are grouped in six conference themes: 1) Deep Foundations; 2) Tunnelling and Underground Spaces; 3) Ground Improvement; 4) Landslide and Erosion; 5) Geotechnical Modelling and Monitoring; and 6) Coastal Foundation Engineering. The keynote lectures are devoted by Prof. Harry Poulos (Australia), Prof. Adam Bezuijen (Belgium), Prof. Delwyn Fredlund (Canada), Prof. Lidija Zdravkovic (UK), Prof. Masaki Kitazume (Japan), and Prof. Mark Randolph (Australia). Four invited lectures are given by Prof. Charles Ng, ISSMGE President, Prof.Eun Chul Shin, ISSMGE Vice-President for Asia, Prof. Norikazu Shimizu (Japan), and Dr.Kenji Mori (Japan).

A Simplified Procedure for Analysis of Pile Under Lateral Loads

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Publisher :
ISBN 13 :
Total Pages : 220 pages
Book Rating : 4.:/5 (295 download)

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Book Synopsis A Simplified Procedure for Analysis of Pile Under Lateral Loads by : Lakshmanan Alagappan

Download or read book A Simplified Procedure for Analysis of Pile Under Lateral Loads written by Lakshmanan Alagappan and published by . This book was released on 1993 with total page 220 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Analysis of Pile Foundations Subject to Static and Dynamic Loading

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Publisher : CRC Press
ISBN 13 : 1000398587
Total Pages : 401 pages
Book Rating : 4.0/5 (3 download)

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Book Synopsis Analysis of Pile Foundations Subject to Static and Dynamic Loading by : Amir M. Kaynia

Download or read book Analysis of Pile Foundations Subject to Static and Dynamic Loading written by Amir M. Kaynia and published by CRC Press. This book was released on 2021-08-30 with total page 401 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.

Handbook on design of piles and drilled shafts under lateral loads

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Publisher :
ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (112 download)

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Book Synopsis Handbook on design of piles and drilled shafts under lateral loads by :

Download or read book Handbook on design of piles and drilled shafts under lateral loads written by and published by . This book was released on with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Analysis of Laterally Loaded Piles in Multilayered Soil Deposits

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Publisher : Purdue University Press
ISBN 13 : 9781622601264
Total Pages : 152 pages
Book Rating : 4.6/5 (12 download)

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Book Synopsis Analysis of Laterally Loaded Piles in Multilayered Soil Deposits by : Dipanjan Basu

Download or read book Analysis of Laterally Loaded Piles in Multilayered Soil Deposits written by Dipanjan Basu and published by Purdue University Press. This book was released on 2007-10-01 with total page 152 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.

Soil Behavior from Analysis of Tests of Uninstrumented Piles Under Lateral Loading

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ISBN 13 :
Total Pages : 17 pages
Book Rating : 4.:/5 (125 download)

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Book Synopsis Soil Behavior from Analysis of Tests of Uninstrumented Piles Under Lateral Loading by : L. C. Reese

Download or read book Soil Behavior from Analysis of Tests of Uninstrumented Piles Under Lateral Loading written by L. C. Reese and published by . This book was released on 1969 with total page 17 pages. Available in PDF, EPUB and Kindle. Book excerpt: The most up-to-date method for the design of laterally loaded piles is to solve numerically the differential equation describing pile behavior. Iterative solutions are necessary since there is a nonlinear relationship between soil resistance and pile deflection. Curves giving soil resistance as a function of pile deflection, called p-y curves, have been the subject of research for a number of years. The development of p-y curves normally requires that a test be performed on an instrumented laterally loaded pile. A curve showing bending moment in the pile needs to be obtained for each of the applied loads. This curve can be differentiated twice to obtain soil resistance, and it can be integrated twice to obtain pile deflection. Cross plots of these values can be made at desired depths to obtain the p-y curves. This paper shows that nondimensional curves, developed from the numerical solutions of the differential equation, can be used to estimate p-y curves if only the following easily obtainable information is reported; pile properties, magnitude of the individual lateral loads, point of load application, deflection of the top of the pile, slope of the top of the pile, and condition of restraint (if any) at the top of the pile. Thus, there needs to be no instrumentation of the pile except above ground. The procedure is illustrated by applying it to a test reported in the literature.

Annotated Bibliography of Lateral Loads on Piles, 1917-1958

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Publisher :
ISBN 13 :
Total Pages : 140 pages
Book Rating : 4.:/5 (31 download)

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Book Synopsis Annotated Bibliography of Lateral Loads on Piles, 1917-1958 by : Illinois, University. Engineering experiment station

Download or read book Annotated Bibliography of Lateral Loads on Piles, 1917-1958 written by Illinois, University. Engineering experiment station and published by . This book was released on 1960 with total page 140 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Laterally Loaded Deep Foundations

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Publisher : ASTM International
ISBN 13 : 9780803102071
Total Pages : 268 pages
Book Rating : 4.1/5 (2 download)

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Book Synopsis Laterally Loaded Deep Foundations by : James A. Langer

Download or read book Laterally Loaded Deep Foundations written by James A. Langer and published by ASTM International. This book was released on 1984 with total page 268 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Behavior of Piles and Pile Groups Under Lateral Load

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Publisher :
ISBN 13 :
Total Pages : 316 pages
Book Rating : 4.3/5 (555 download)

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Book Synopsis Behavior of Piles and Pile Groups Under Lateral Load by : Lymon C. Reese

Download or read book Behavior of Piles and Pile Groups Under Lateral Load written by Lymon C. Reese and published by . This book was released on 1986 with total page 316 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Modern Trends in Geomechanics

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Publisher : Springer Science & Business Media
ISBN 13 : 3540357246
Total Pages : 545 pages
Book Rating : 4.5/5 (43 download)

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Book Synopsis Modern Trends in Geomechanics by : Wei Wu

Download or read book Modern Trends in Geomechanics written by Wei Wu and published by Springer Science & Business Media. This book was released on 2006-11-22 with total page 545 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book is loaded with rich and stimulating articles by a roster of brilliant scholars, reflecting some recent trends in the frontier research of geomechanics. This collection of 32 contributions stems from an international workshop on "Modern Trends of Geomechanics" held in Vienna. The contributions span a wide range of topics and an enormous range of physical scales, from micromechanics at grain scale to engineering problems at large scale; from laboratory and field testing over constitutive modelling to numerical analysis. The key features of this book are: thermodynamics, multiphase continua and transport phenomena; constitutive modelling, localized bifurcation, micropolar theory, unsaturated soil, viscous and cyclic behaviour; numerical and analytical methods; discrete element method, micromechanics, grain crushing and damage; laboratory and field testing, foundation and mining engineering. This book will be rewarding for anyone interested in the frontier research in geomechanics and geotechnical engineering, appealing to graduate students, researchers and engineers alike.

Design of Pile Foundations in Liquefiable Soils

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Publisher : Imperial College Press
ISBN 13 : 1848163630
Total Pages : 232 pages
Book Rating : 4.8/5 (481 download)

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Book Synopsis Design of Pile Foundations in Liquefiable Soils by : Gopal Madabhushi

Download or read book Design of Pile Foundations in Liquefiable Soils written by Gopal Madabhushi and published by Imperial College Press. This book was released on 2010 with total page 232 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.