Pile Group Program For Full Material Modeling And Progressive Failure
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Pile Group Program For Full Material Modeling And Progressive Failure
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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.
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.
Seismic Performance And Retrofitting Of Reinforced Concrete Bridge Bents
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Author :
language : en
Publisher:
Release Date : 2002
Seismic Performance And Retrofitting Of Reinforced Concrete Bridge Bents written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002 with Bridges categories.
Summary available via the World Wide Web as of 8/29/2002 from the Bridge Research and Information Center web site,
Next Generation Of Bridge Columns For Accelerated Bridge Construction In High Seismic Zones
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Author : Mostafa Tazarv
language : en
Publisher:
Release Date : 2014
Next Generation Of Bridge Columns For Accelerated Bridge Construction In High Seismic Zones written by Mostafa Tazarv and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2014 with Columns, Concrete categories.
Longitudinal bar debonding allowed spread of yielding and prevented premature failure of reinforcements in UHPC-filled duct connections and grouted coupler column pedestal. The SMA-reinforced ECC column showed superior seismic performance compared to a conventional column in which the plastic hinge damage was limited to only ECC cover spalling even under 12% drift ratio cycles. The column residual displacements were 79% lower than CIP residual displacements on average due to the superelastic NiTi SMA longitudinal reinforcement, and higher base shear capacity and higher displacement capacity were observed. The analytical modeling methods were simple and sufficiently accurate for general design and analyses of precast components proposed in the present study. The proposed symmetrical material model for reinforcing NiTi superelastic SMA was found to be a viable alternative to the more complex asymmetrical model.
Investigation Of Flange Failures In Falsework Cap And Sill Beams
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Author : Lyle P. Carden
language : en
Publisher:
Release Date : 2008
Investigation Of Flange Failures In Falsework Cap And Sill Beams written by Lyle P. Carden and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with Bridge failures categories.
Stability Of Bridge Column Rebar Cages During Construction
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Author : J. Camilo Builes-Mejia
language : en
Publisher:
Release Date : 2010
Stability Of Bridge Column Rebar Cages During Construction written by J. Camilo Builes-Mejia and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with Columns, Concrete categories.
Geotechnical Engineering Handbook
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Author : Braja M. Das
language : en
Publisher: J. Ross Publishing
Release Date : 2011
Geotechnical Engineering Handbook written by Braja M. Das and has been published by J. Ross Publishing this book supported file pdf, txt, epub, kindle and other format this book has been release on 2011 with Technology & Engineering categories.
The Geotechnical Engineering Handbook brings together essential information related to the evaluation of engineering properties of soils, design of foundations such as spread footings, mat foundations, piles, and drilled shafts, and fundamental principles of analyzing the stability of slopes and embankments, retaining walls, and other earth-retaining structures. The Handbook also covers soil dynamics and foundation vibration to analyze the behavior of foundations subjected to cyclic vertical, sliding and rocking excitations and topics addressed in some detail include: environmental geotechnology and foundations for railroad beds.
Deformation And Progressive Failure In Geomechanics
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Author : A. Asaoka
language : en
Publisher: Elsevier
Release Date : 1997-10-23
Deformation And Progressive Failure In Geomechanics written by A. Asaoka and has been published by Elsevier this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997-10-23 with Science categories.
Progressive failure has been a classical problem in the field of geotechnical engineering and has attracted considerable attention in connection with slope stability and foundation problems. It is associated with strain localization or shear banding and is also related to damage in material structures. As knowledge of the progressive failure mechanism increases, it is now necessary to establish effective communications between researchers and engineers. The International Symposium on Deformation and Progressive Failure in Geomechanics provided an opportunity for discussing recent advances in this area. A total of 136 papers were contributed from 22 countries. As well as these, the symposium proceedings also contain 8 interim technical reports on the subject by the members of the Asian Technical Committee of the International Society for Soil Mechanics and Foundation Engineering and the Japanese Geotechnical Society National Committee on Progressive Failure in Geo-structures.
Geotechnical Abstracts
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Author :
language : en
Publisher:
Release Date : 1989
Geotechnical Abstracts written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1989 with Engineering geology categories.
Transactions Of The American Society Of Civil Engineers
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Author : American Society of Civil Engineers
language : en
Publisher:
Release Date : 1978
Transactions Of The American Society Of Civil Engineers written by American Society of Civil Engineers and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1978 with Civil engineering categories.
Vols. 29-30 contain papers of the International Engineering Congress, Chicago, 1893; v. 54, pts. A-F, papers of the International Engineering Congress, St. Louis, 1904.