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Behavior Of A Large Scale Pile Group Subjected To Cyclic Lateral Loading


Behavior Of A Large Scale Pile Group Subjected To Cyclic Lateral Loading
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Behavior Of A Large Scale Pile Group Subjected To Cyclic Lateral Loading


Behavior Of A Large Scale Pile Group Subjected To Cyclic Lateral Loading
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Author : Dan Allen Brown
language : en
Publisher:
Release Date : 1988

Behavior Of A Large Scale Pile Group Subjected To Cyclic Lateral Loading written by Dan Allen Brown 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 large-scale group of nine steel pipe piles in a closely spaced arrangement was subjected to cyclic lateral loading with water above the ground surface. The piles were 10.75 in. in diameter and 40 ft long and were installed at a center-to-center spacing of 3-pile diameters. The soils at the Houston, Texas site consisted of a stiff, overconsolidated clay. In an attempt to model storm loading of offshore structures, the loading was electronically controlled to follow a sinusoidal curve of deflection versus time with a 30-sec period. All of the piles in the group were extensively instrumented to obtain measurements of shear in the individual piles and bending moment as a function of depth. Results were compared with the results of a similar load test on a single pile that was about 30 ft away. Keywords: Cohesive soils, Cyclic lateral loading, Pile groups.



Pile Groups Under Cyclic Lateral Loading


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.



Pile Foundations In Engineering Practice


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.



Modeling Pile Behavior In Large Pile Groups Under Lateral Loading


Modeling Pile Behavior In Large Pile Groups Under Lateral Loading
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Author : Andrew Mason Dodds
language : en
Publisher:
Release Date : 2007

Modeling Pile Behavior In Large Pile Groups Under Lateral Loading written by Andrew Mason Dodds and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2007 with Earthquake resistant design categories.




Behavior Of Pile Groups Subjected To Lateral Loads


Behavior Of Pile Groups Subjected To Lateral Loads
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Author : Shamsher Prakash
language : en
Publisher:
Release Date : 1962

Behavior Of Pile Groups Subjected To Lateral Loads written by Shamsher Prakash and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1962 with Materials categories.




Numerical Models In Geomechanics


Numerical Models In Geomechanics
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Author : G.N. Pande
language : en
Publisher: CRC Press
Release Date : 2020-12-17

Numerical Models In Geomechanics written by G.N. Pande and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2020-12-17 with Science categories.


In this volume a number of developments on a variety of topics have been reported. These topics include: partially saturated soil; instabilities in soil behaviour; environmental geomechanics; parallel computing; and applications to tunnels, embankments, slopes, foundations and anchors.



Single Piles And Pile Groups Under Lateral Loading


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



Analytical Methods In Petroleum Upstream Applications


Analytical Methods In Petroleum Upstream Applications
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Author : Cesar Ovalles
language : en
Publisher: CRC Press
Release Date : 2015-04-02

Analytical Methods In Petroleum Upstream Applications written by Cesar Ovalles and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2015-04-02 with Science categories.


Effective measurement of the composition and properties of petroleum is essential for its exploration, production, and refining; however, new technologies and methodologies are not adequately documented in much of the current literature. Analytical Methods in Petroleum Upstream Applications explores advances in the analytical methods and instrumentation that allow more accurate determination of the components, classes of compounds, properties, and features of petroleum and its fractions. Recognized experts explore a host of topics, including: A petroleum molecular composition continuity model as a context for other analytical measurements A modern modular sampling system for use in the lab or the process area to collect and control samples for subsequent analysis The importance of oil-in-water measurements and monitoring The chemical and physical properties of heavy oils, their fractions, and products from their upgrading Analytical measurements using gas chromatography and nuclear magnetic resonance (NMR) applications Asphaltene and heavy ends analysis Chemometrics and modeling approaches for understanding petroleum composition and properties to improve upstream, midstream, and downstream operations Due to the renaissance of gas and oil production in North America, interest has grown in analytical methods for a wide range of applications. The understanding provided in this text is designed to help chemists, geologists, and chemical and petroleum engineers make more accurate estimates of the crude value to specific refinery configurations, providing insight into optimum development and extraction schemes.



Technology Assessment And Research Program For Offshore Minerals Operations


Technology Assessment And Research Program For Offshore Minerals Operations
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Author : John B. Gregory
language : en
Publisher:
Release Date : 1988

Technology Assessment And Research Program For Offshore Minerals Operations written by John B. Gregory and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1988 with Marine mineral resources categories.




Design Of Piles Under Cyclic Loading


Design Of Piles Under Cyclic Loading
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Author : Alain Puech
language : en
Publisher: John Wiley & Sons
Release Date : 2018-01-04

Design Of Piles Under Cyclic Loading written by Alain Puech 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 2018-01-04 with Science categories.


Recent developments in the fields of energy, transport and industrial engineering have led to the emergence of new types of structures and infrastructures subject to variable stresses, for which the usual methods for designing pile foundations are now inadequate. The recommendations presented in this book will help to partly fill this technical gap by proposing a methodological approach and calculation methods to take account of the effects of cyclic loads in the design of foundations on piles. These are based on both laboratory and full scale experiments, and on modeling carried out within the framework of the national SOLCYP project.