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Author : Mohamed Nabeel Abdel-Salam
Publisher :
ISBN 13 :
Total Pages : 508 pages
Book Rating : 4.:/5 (456 download)
Download or read book Soil-structure Interaction in Laterally Loaded Piles written by Mohamed Nabeel Abdel-Salam and published by . This book was released on 1979 with total page 508 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Tarek Abdoun
Publisher : Springer
ISBN 13 : 3319635433
Total Pages : 243 pages
Book Rating : 4.3/5 (196 download)
Download or read book Soil Dynamics and Soil-Structure Interaction for Resilient Infrastructure written by Tarek Abdoun and published by Springer. This book was released on 2017-07-11 with total page 243 pages. Available in PDF, EPUB and Kindle. Book excerpt: Infrastructure is the key to creating a sustainable community. It affects our future well-being as well as the economic climate. Indeed, the infrastructure we are building today will shape tomorrow's communities. GeoMEast 2017 created a venue for researchers and practitioners from all over the world to share their expertise to advance the role of innovative geotechnology in developing sustainable infrastructure. This volume focuses on the role of soil-structure-interaction and soil dynamics. It discusses case studies as well as physical and numerical models of geo-structures. It covers: Soil-Structure-Interaction under static and dynamic loads, dynamic behavior of soils, and soil liquefaction. It is hoped that this volume will contribute to further advance the state-of-the-art for the next generation infrastructure. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017.
Author : Atilla Ansal
Publisher : Springer
ISBN 13 : 3319169645
Total Pages : 458 pages
Book Rating : 4.3/5 (191 download)
Download or read book Perspectives on European Earthquake Engineering and Seismology written by Atilla Ansal and published by Springer. This book was released on 2015-08-28 with total page 458 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book collects 4 keynote and 15 theme lectures presented at the 2nd European Conference on Earthquake Engineering and Seismology (2ECEES), held in Istanbul, Turkey, from August 24 to 29, 2014. The conference was organized by the Turkish Earthquake Foundation - Earthquake Engineering Committee and Prime Ministry, Disaster and Emergency Management Presidency under the auspices of the European Association for Earthquake Engineering (EAEE) and European Seismological Commission (ESC). The book’s nineteen state-of-the-art chapters were written by the most prominent researchers in Europe and address a comprehensive collection of topics on earthquake engineering, as well as interdisciplinary subjects such as engineering seismology and seismic risk assessment and management. Further topics include engineering seismology, geotechnical earthquake engineering, seismic performance of buildings, earthquake-resistant engineering structures, new techniques and technologies, and managing risk in seismic regions. The book also presents the First Professor Inge Lehmann Distinguished Award Lecture given by Prof. Shamita Das in honor of Prof. Dr. Inge Lehmann. The aim of this work is to present the state-of-the art and latest practices in the fields of earthquake engineering and seismology, with Europe’s most respected researchers addressing recent and ongoing developments while also proposing innovative avenues for future research and development. Given its cutting-edge conten t and broad spectrum of topics, the book offers a unique reference guide for researchers in these fields. Audience: This book is of interest to civil engineers in the fields of geotechnical and structural earthquake engineering; scientists and researchers in the fields of seismology, geology and geophysics. Not only scientists, engineers and students, but also those interested in earthquake hazard assessment and mitigation will find in this book the most recent advances.
Author : Lymon C. Reese
Publisher : CRC Press
ISBN 13 : 1439894302
Total Pages : 529 pages
Book Rating : 4.4/5 (398 download)
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
Author : J-L Briaud
Publisher :
ISBN 13 :
Total Pages : 15 pages
Book Rating : 4.:/5 (125 download)
Download or read book Laterally Loaded Piles and the Pressuremeter written by J-L Briaud and published by . This book was released on 1984 with total page 15 pages. Available in PDF, EPUB and Kindle. Book excerpt: The first part of this article deals with the determination of the critical depth Dc, below which the ground surface has little influence on the soil-structure interaction problem, and with the variation of soil resistance within that critical depth. A new approach is proposed to determine Dc using the relative rigidity of the pile with respect to the soil strength as measured by the pressuremeter limit pressure.
Author : Amir M. Kaynia
Publisher : CRC Press
ISBN 13 : 1000398560
Total Pages : 366 pages
Book Rating : 4.0/5 (3 download)
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 366 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.
Author : LC. Reese
Publisher :
ISBN 13 :
Total Pages : 13 pages
Book Rating : 4.:/5 (125 download)
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.
Author : Ken Fleming
Publisher : CRC Press
ISBN 13 : 9780751401943
Total Pages : 400 pages
Book Rating : 4.4/5 (19 download)
Download or read book Piling Engineering written by Ken Fleming and published by CRC Press. This book was released on 1994-03-17 with total page 400 pages. Available in PDF, EPUB and Kindle. Book excerpt: Piling is a fast-moving field and in recent years there have been major advances in theory, methods, testing procedures and equipment. Some of these changes have been driven by the need for economies by improved efficiency, reduced spoil production and new methods of pile bore support. Advances in theoretical analyses allow pile design to be refined so that piles and pile groups perform to better advantage.
Author :
Publisher : NZ Geotechnical Society
ISBN 13 :
Total Pages : 250 pages
Book Rating : 4./5 ( download)
Download or read book Soil-Structure Interaction written by and published by NZ Geotechnical Society. This book was released on 1978 with total page 250 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : V.M. Ulitsky
Publisher : IOS Press
ISBN 13 : 1614994641
Total Pages : 404 pages
Book Rating : 4.6/5 (149 download)
Download or read book Soil-Structure Interaction, Underground Structures and Retaining Walls written by V.M. Ulitsky and published by IOS Press. This book was released on 2015-02-24 with total page 404 pages. Available in PDF, EPUB and Kindle. Book excerpt: With construction techniques becoming ever more complex, and population pressure leading to the development of increasingly problematic sites, expertise in the area of soil structure interaction is crucial to architectural and construction industries worldwide. This book contains the proceedings of the ISSMGE Technical Committee 207 International Conference on Geotechnical Engineering - Soil Structure Interaction and Retaining Walls - held in St Petersburg, Russia, in June 2014. The conference was dedicated to the memory of the outstanding geotechnical expert Gregory Porphyryevich Tschebotarioff. Topics covered at the conference included: soil structure interaction, underground structures and retaining walls, site investigation as a source of input parameters for soil structure interaction, and interaction between structures and frozen soils. The papers included here are the English language papers. Papers presented by the authors in Russian are published by the Georeconstruction Institute of St. Petersburg.
Author : Gopal Madabhushi
Publisher : Imperial College Press
ISBN 13 : 1848163630
Total Pages : 232 pages
Book Rating : 4.8/5 (481 download)
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.
Author : Rolando P. Orense
Publisher : CRC Press
ISBN 13 : 0203838203
Total Pages : 258 pages
Book Rating : 4.2/5 (38 download)
Download or read book Soil-Foundation-Structure Interaction written by Rolando P. Orense and published by CRC Press. This book was released on 2010-07-20 with total page 258 pages. Available in PDF, EPUB and Kindle. Book excerpt: Soil-Foundation-Structure Interaction contains selected papers presented at the International Workshop on Soil-Foundation-Structure Interaction held in Auckland, New Zealand from 26-27 November 2009. The workshop was the venue for an international exchange of ideas, disseminating information about experiments, numerical models and practical en
Author : Duane M. Davis
Publisher :
ISBN 13 :
Total Pages : 240 pages
Book Rating : 4.:/5 (669 download)
Download or read book Soil-structure Interaction Vs Seasonal Frost Depth written by Duane M. Davis and published by . This book was released on 2010 with total page 240 pages. Available in PDF, EPUB and Kindle. Book excerpt: "Depth of fixity and free vibration response analyses were conducted on three, twenty-five foot steel-jacketed reinforced concrete pile foundations embedded approximately twenty feet in Fairbanks silt. Results are based on an evaluation of the influence of a quasi-static lateral load applied to each pile approximately five feet above the soil surface, and of subsequent dynamic free vibration. The magnitudes of slowly increasing loads and resulting pile deflections were measured, the load was quick-released and the pile's vibration was monitored. Changes in effective length are a measure of change to system stiffness. In this study, the system stiffness changed only due to seasonal freezing of the soil. Static and dynamic analyses correlated and revealed approximate effective lengths were 63 inches when the soil was frozen, and 150 inches when the soil was unfrozen. In the case of frozen soil, free vibration spectral responses were dominated by the linear-elastic behavior of the pile, and minor non-linear frozen soil responses were observed. For unfrozen soil, free vibration spectral responses appeared to be dominated by non-linear soil behavior and by pile-soil boundary conditions. Vibration damping characteristic behavior was observed to change as a consequence of the change from frozen to unfrozen soil"--Leaf iii.
Author : H. G. Poulos
Publisher : Krieger Publishing Company
ISBN 13 : 9780894644498
Total Pages : 397 pages
Book Rating : 4.6/5 (444 download)
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:
Author : Mohamad Jawad K. Essa Al-Younis
Publisher :
ISBN 13 :
Total Pages : 774 pages
Book Rating : 4.:/5 (841 download)
Download or read book Effect of Soil-Structure Interaction on the Behavior of Offshore Piles Embedded in Nonlinear Porous Media written by Mohamad Jawad K. Essa Al-Younis and published by . This book was released on 2013 with total page 774 pages. Available in PDF, EPUB and Kindle. Book excerpt: Pile foundations that support offshore structures are required to resist not only static loading, but also dynamic loading from waves, wind and earthquakes. The purpose of this study is to gain a better understanding of the behavior of offshore piles under cyclic or dynamic loading using the finite element approach. To achieve this goal, an appropriate constitutive model is required to simulate the behavior of soils and interfaces. The DSC constitutive model is developed for saturated interfaces to study the behavior under severe shear deformation at the soil-pile interface. Monotonic and cyclic simple shear experiments are conducted on Ottawa sand-steel interfaces under drained and undrained conditions using the Cyclic-Multi-Degree-of-Freedom shear device with porewater pressure measurement (CYMDOF-P). The effect of various parameters such as normal stress, surface roughness of steel, type of loading, and the amplitude and frequency of the applied displacement in two-way cyclic loading are investigated. The data from the simple shear tests on saturated interfaces are used to calculate the parameters in the DSC model. The resulting parameters are then used to verify the DSC model by back predicting tests from which parameters are determined and independent tests that are not used in parameters determination. The model predictions, in general, were found to provide a highly satisfactory correlation with the observations. In the context of DSC, the concept of critical disturbance is developed to identify initiation of liquefaction in saturated Ottawa sand-steel interfaces. This method is based on using microstructural changes in material as an indication of liquefaction identification. The finite element method, along with DSC constitutive model, is used to investigate the response of offshore piles to dynamic loading. These include cyclic loading of axially loaded instrumented pile in clay and full-scale laterally loaded pile in sand. The DSC model is used to model the nonlinear behavior of saturated soils and interfaces. A nonlinear dynamic finite element program DSC-DYN2D based on the DSC modeling approach and the theory of nonlinear porous media is used for this purpose. Results from numerical solutions are compared with field measurements. Strong agreement between numerical predictions and field measurements are an indication of the ability to solve challenging soil-structure interaction problems. Based on the results of this research, it can be stated that the finite element-DSC model simulation allows realistic prediction of complex dynamic offshore pile-soil interaction problems, and is capable of characterizing behavior of saturated soils and interfaces involving liquefaction.
Author : Narayanaswamy Radhakrishnan
Publisher :
ISBN 13 :
Total Pages : 302 pages
Book Rating : 4.:/5 (359 download)
Download or read book Background Theory and Documentation of Five University of Texas Soil-structure Interaction Computer Programs written by Narayanaswamy Radhakrishnan and published by . This book was released on 1975 with total page 302 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : A.P.S. Selvadurai
Publisher : Elsevier
ISBN 13 : 0444596283
Total Pages : 558 pages
Book Rating : 4.4/5 (445 download)
Download or read book Elastic Analysis of Soil-Foundation Interaction written by A.P.S. Selvadurai and published by Elsevier. This book was released on 2013-10-22 with total page 558 pages. Available in PDF, EPUB and Kindle. Book excerpt: Developments in Geotechnical Engineering, Vol. 17: Elastic Analysis of Soil-Foundation Interaction focuses on the analysis of the interaction between structural foundations and supporting soil media. The publication first elaborates on soil-foundation interaction problems; idealized soil response models for the analysis of soil-foundation interaction; and plane-strain analysis of an infinite plate and an infinitely long beam. Discussions focus on three-dimensional effects in the infinite beam problem, elastic models of soil behavior, foundation and interface behavior, and elastic-plastic and time-dependent behavior of soil masses. The manuscript then ponders on the analysis of beams of finite length, axisymmetric three-dimensional problem of an infinite plate, and analysis of finite plates. Concerns cover axisymmetric loading of a circular plate, analysis of rectangular plates, axisymmetric three-dimensional problem of the infinite plate, modifications of the thin plate theory, finite beams on a two-parameter elastic medium, and finite beams on an elastic solid medium. The book tackles the determination of soil parameters, experimental investigations and field studies, as well as experimental investigations and field studies and measurement and interpretation of parameters encountered in the idealized soil models in relation to soil-foundation behavior. The publication is a valuable reference for researchers interested in the elastic analysis of soil-foundation interaction.
