Single Piles And Pile Groups Under Lateral Loading
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Single Piles And Pile Groups Under Lateral Loading
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Author : Lymon C. Reese
language : en
Publisher: CRC Press
Release Date : 2011
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 2011 with Business & Economics categories.
The field of lateral-load design is a very complex one. This book and CD-ROM not only provides the reader with an overview of procedures involved in the designing of piles and pile groups, but with a way of finding answers to related problems.
Experimental Research Into The Behavior Of Piles And Pile Groups Subjected To Cyclic Lateral Loading
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Author : Lymon C. Reese
language : en
Publisher:
Release Date : 1988
Experimental Research Into The Behavior Of Piles And Pile Groups Subjected To Cyclic Lateral Loading 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 1988 with Materials categories.
A research program to study the behavior of piles and pile groups subjected to cyclic lateral loading was conducted at a Houston, Texas site. A single pile and a nine-pile group situated in the natural clay were tested and then the upper several feet of clay were removed and replaced with sand and the tests were repeated. Following these tests, another study was undertaken to measure experimentally pile-head flexibility reduction (interaction) factors for the pile group in sand. Tests were made cyclically at varying magnitudes of applied groundline shear on single piles and two-pile and three-pile subgroups, and the response of unloaded piles in the group was measured. Concurrent with these studies, pressuremeter (PMT) and cone penetrometer (CPT) tests were performed in both the clay and the sand from which capacity predictions were made. Each of these studies generated a report with voluminous data. This report summarizes the major findings into one volume. Keywords: Cyclic lateral loading, Interaction factors, Piles, Pile groups, Scour, Pile structures. (SDW).
Behavior Of Piles And Pile Groups Under Lateral Load
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Author : Lymon C. Reese
language : en
Publisher:
Release Date : 1986
Behavior Of Piles And Pile Groups Under Lateral Load 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 1986 with Dead loads (Mechanics). categories.
Lateral Load Tests On 25 4 Mm 1 In Diameter Piles In Very Soft Clay In Side By Side And In Line Groups
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Author : WR. Cox
language : en
Publisher:
Release Date : 1984
Lateral Load Tests On 25 4 Mm 1 In Diameter Piles In Very Soft Clay In Side By Side And In Line Groups written by WR. Cox and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1984 with Clay categories.
Studies were made to investigate efficiencies of pile groups under lateral loading. The loading was in one direction at slow displacement rates approaching static conditions. The test piles were 25.4-mm (1-in.) diameter tubes open-ended, with penetrations of two, four, six, or eight diameters. Tests were made on single piles and on three- and five-pile groups with clear spacings of 0.5, 1, 2, 3, and 5 diameters in side-by-side or in-line arrangements. The tests were run in a very soft clay with a moisture content of 59% and a shear strength of 2 kPa (42 psf).
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
Theory And Practice Of Pile Foundations
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Author : Wei Dong Guo
language : en
Publisher: CRC Press
Release Date : 2012-11-14
Theory And Practice Of Pile Foundations written by Wei Dong Guo and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2012-11-14 with Technology & Engineering categories.
Pile Foundations are an essential basis for many structures. It is vital that they be designed with the utmost reliability, because the cost of failure is potentially huge. Covering a whole range of design issues relating to pile design, this book presents economical and efficient design solutions and demonstrates them using real world examples. Coverage includes nonlinear response of single piles to vertical or torsional loading and to cyclic lateral loading, as well as prediction of nonlinear response of lateral pile groups, vertically loaded pile groups and the design of slope stabilising piles. Most solutions are provided as closed-form expressions. Theory and Practice of Pile Foundations is: illustrated with case studies accompanied by practical applications in Excel and MathCad the first book to incorporate nonlinear interaction into pile design. A valuable resource for students of geotechnical engineering taking courses in foundations and a vital tool for engineers designing pile foundations.
Advanced Design Of Pile Foundations Under Lateral Loading
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Author : Wei Dong Guo
language : en
Publisher: CRC Press
Release Date : 2023-12-15
Advanced Design Of Pile Foundations Under Lateral Loading written by Wei Dong Guo and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2023-12-15 with Technology & Engineering categories.
This book presents models that capture the nonlinear response of piles subjected to lateral forces. Utilising a consistent approach encompassing new mathematical models, it offers solutions presented as closed-form expressions and underpinned by the same set of 3-5 measurable soil-input parameters. These focus on nonlinear response of mono piles, anchored piles, pile groups, and torsional piles, as well as passive piles subjected to soil movement induced in shearing, sliding slopes or excavation, and earthquake shaking. The models can also be used for pipelines and similar beam structures. Solutions are provided in the form of design charts, with each parameter obtained using available test data and illustrated with real-world cases. The models reveal, for the first time, the mysterious mechanisms of amplification resulting from back-rotation, which have incurred the collapse of structures such as the Showa Bridge and Nicoll Highway, as well as the distortion of piles during earthquakes. Advanced Design of Pile Foundations Under Lateral Loading is ideal for practicing foundation engineers and students at graduate level. Wei Dong Guo is co-founder of Hans Innovation Group and former Associate Professor at the University of Wollongong, Australia. He is a Chartered Professional Engineer and is a Fellow of Engineers Australia by whom he was awarded the 2012 Warren Medal.
Pile Groups Under Cyclic Lateral Loading
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Author : Christoph Niemann
language : en
Publisher: BoD – Books on Demand
Release Date : 2020-01-01
Pile Groups Under Cyclic Lateral Loading written by Christoph Niemann and has been published by BoD – Books on Demand this book supported file pdf, txt, epub, kindle and other format this book has been release on 2020-01-01 with Science categories.
It is the aim of this research work is to investigate and to assess quatitatively as well as quantitatively the bearing behaviour of pile groups subjected to cyclic lateral loading. In this context, the influences of different boundary conditions, in particular the soil properties and the pile group geometry are to be analysed experimentally and numerically. Based on a brief literature review in chapter 2, model tests (centrifuge and small-scale at 1g) and numerical investigations have been carried out to contribute to a better understanding of the cyclic behaviour of pile groups. Chapter 3 describes the test procedure and summarises the results of centrifuge tests, which have been carried out at the Centre for Offshore Foundation Systems (COFS) in Perth, Australia. Further investigations have been carried out by means of smallscale model tests at 1g in the testing facilities at the University of Kassel, Germany, with the results as summarised in chapter 4. A comparison of individual results of both test series is provided in chapter 5. The numerical studies in chapter 6 have been carried out in order to analyse the general ability of numerical simulations to calculate the response of pile groups to cyclic lateral loading. Based on the previously derived results, chapter 7 provides equations that can be applied to estimate the cyclic accumulation of lateral displacements of pile groups as well as the cyclic changes of the load distribution within pile groups.
Lateral Load Tests On Full Scale Pile Groups In Cohesive Soils
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Author :
language : en
Publisher:
Release Date : 1973
Lateral Load Tests On Full Scale Pile Groups In Cohesive Soils written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1973 with categories.
Behaviour Of Pile Foundations Under Special Loading Conditions
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Author :
language : en
Publisher:
Release Date : 1995
Behaviour Of Pile Foundations Under Special Loading Conditions written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1995 with categories.
Previous analyses of the ultimate resistance and disPLments of rigid piles under lateral loads and moments have been extended to the general case of eccentric and inclined loads on flexible piles by using the concept of effective embedment depths of equivalent rigid piles. Recent research on the behaviour of large model tests on instrumented rigid and flexible piles under eccentric and inclined loads in sand, clay, and layered soil is summarized. Reasonable agreement is found between observed and predicted behaviour. The proposed mthod of analysis is also supported by comparison with the results of many field case records of single piles and large pile groups under lateral loads in different types of soils.