Development Of A Strain Wedge Model Program For Pile Group Interference And Pile Cap Contribution Effects
DOWNLOAD
Download Development Of A Strain Wedge Model Program For Pile Group Interference And Pile Cap Contribution Effects PDF/ePub or read online books in Mobi eBooks. Click Download or Read Online button to get Development Of A Strain Wedge Model Program For Pile Group Interference And Pile Cap Contribution Effects book now. This website allows unlimited access to, at the time of writing, more than 1.5 million titles, including hundreds of thousands of titles in various foreign languages. If the content not found or just blank you must refresh this page
Development Of A Strain Wedge Model Program For Pile Group Interference And Pile Cap Contribution Effects
DOWNLOAD
Author :
language : en
Publisher:
Release Date : 1996
Development Of A Strain Wedge Model Program For Pile Group Interference And Pile Cap Contribution Effects written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1996 with Concrete piling categories.
Strain wedge model formulation is used to evaluate the response of a single pile or a group of piles (including its pile cap) in layered soils to lateral loading. The formulation is appropriate over the entire strain or deflection range that may be encountered in practice. The method allows development of p-y curves for the single pile that are a function of both soil and pile properties (i.e., pile size, shape, bending stiffness, and pile head fixity condition). Such p-y curves can be used with other soil-structure interaction (SSI) programs.
Pile Groups Under Cyclic Lateral Loading
DOWNLOAD
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 Group Program For Full Material Modeling And Progressive Failure
DOWNLOAD
Author : Mohamed A. Ashour
language : en
Publisher:
Release Date : 2008
Pile Group Program For Full Material Modeling And Progressive Failure written by Mohamed A. Ashour and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with Piling (Civil engineering) categories.
Ivanpah Solar Electric Generating System
DOWNLOAD
Author :
language : en
Publisher:
Release Date : 2010
Ivanpah Solar Electric Generating System written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with categories.
Undrained Lateral Pile And Pile Group Response In Saturated Sand
DOWNLOAD
Author : Mohamed A. Ashour
language : en
Publisher:
Release Date : 2000
Undrained Lateral Pile And Pile Group Response In Saturated Sand written by Mohamed A. Ashour and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2000 with Earthquake resistant design categories.
California State Publications
DOWNLOAD
Author :
language : en
Publisher:
Release Date : 1998
California State Publications written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1998 with State government publications categories.
Proceedings Of The Annual Symposium On Engineering Geology Geotechnical Engineering
DOWNLOAD
Author :
language : en
Publisher:
Release Date : 1997
Proceedings Of The Annual Symposium On Engineering Geology Geotechnical Engineering written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997 with Engineering geology categories.
Peer Center News
DOWNLOAD
Author :
language : en
Publisher:
Release Date : 1998
Peer Center News written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1998 with Earthquake engineering categories.
Tilt
DOWNLOAD
Author : Scott A. Ashford
language : en
Publisher:
Release Date : 1999
Tilt written by Scott A. Ashford and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999 with Piling (Civil engineering) categories.
This report presents the results of the Treasure Island Liquefaction Test (TILT), a joint project carried out by the University of California, San Diego, and Brigham Young University. To improve our understanding of the lateral load behavior of deep foundations in liquefied soil, a series of full-scale lateral load tests were performed at the National Geotechnical Experimentation Site (NGES) at Treasure Island in San Francisco, California. The ultimate goal of the TILT project was to develop lateral load-displacement relationships for a variety of individual piles and pile groups in liquefied sand under full-scale conditions. The tests were carried out using a high-speed hydraulic loading system after the sand surrounding the piles was liquefied using blasting techniques. This report presents backcalculated p-y curves for single pipe piles, pile groups, and cast-in-steel shell piles before and during liquefaction, as well as through dissipation of excess pore water pressures. In addition, recommendations with regard to design of deep foundations in liquefied soil are presented.
The Response Of A Group Of Flexible Piles And The Associated Pile Cap To Lateral Loading As Characterized By The Strain Wedge Model
DOWNLOAD
Author : Patrick A. Pilling
language : en
Publisher:
Release Date : 1997
The Response Of A Group Of Flexible Piles And The Associated Pile Cap To Lateral Loading As Characterized By The Strain Wedge Model written by Patrick A. Pilling and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997 with Piling (Civil engineering) categories.