Behavior Of Piles And Pile Groups Under Lateral Load
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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.
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
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.
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.
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.
Analysis Of Pile Group Behavior
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Author : Keshavan Nair
language : en
Publisher:
Release Date : 1969
Analysis Of Pile Group Behavior written by Keshavan Nair and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1969 with Bearing categories.
A procedure for the three-dimensional analysis of pile groups subject to horizontal and vertical forces and moments which accounts for batter piles, the flexural resistance of the piles, and the lateral resistance of the surrounding soil is discussed. Due to the extensive amount of computational effort required to analyze a pile group, the analysis was programmed for a digital computer. Since many of the factors involved in the design of pile foundations are not known with great accuracy, the use of the digital computer permits the esigner to examine the effect of variations in various design parameters. This paper presents results obtained from analyzing several pile group arrangements for various soil and loading conditions. The results obtained from the analysis include the axial loads, moments, stresses, and deflections for individual piles, as well as for the group. The numerical results obtained from analyzing various illustrative examples show the significant influence that the following factors have on the loads that are introduced in the various individual piles: (a) the arrangement of the individual piles within the group, (b) the end condition as reflected by the connection between the pile cap and the piles, (c) the lateral resistance of the surrounding soil, and (d) the flexural resistance of the pile. Comparison with field and laboratory tests indicates that the behavior of pile groups predicted by the analysis is in qualitative agreement with observed behavior. This paper demonstrates that it is possible to use the pile group analysis presented as a practical method for solving design problems. The ability to evaluate variations in design parameters should lead to safer and more economical designs.
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.
Static And Dynamic Lateral Loading Of Pile Groups
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Author : Dan A. Brown
language : en
Publisher:
Release Date : 2001
Static And Dynamic Lateral Loading Of Pile Groups written by Dan A. Brown and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2001 with Technology & Engineering categories.
A Numerical Study Of Pile Behavior In Large Pile Groups Under Lateral Loading
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Author : Andrew Dodds
language : en
Publisher:
Release Date : 2005
A Numerical Study Of Pile Behavior In Large Pile Groups Under Lateral Loading written by Andrew Dodds and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2005 with categories.
Distribution Of Bending Moments In Laterally Loaded Passive Piles
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Author : Ozturk
language : en
Publisher: LAP Lambert Academic Publishing
Release Date : 2015-07-15
Distribution Of Bending Moments In Laterally Loaded Passive Piles written by Ozturk and has been published by LAP Lambert Academic Publishing this book supported file pdf, txt, epub, kindle and other format this book has been release on 2015-07-15 with categories.
Bending moment distributions developed in laterally loaded passive pile and passive pile groups in cohesionless soil were investigated in laboratory conditions through model pile experiments. Different from the active pile loading, the lateral load was given directly to the piles using a movable large direct shear box. In experiments strain gauges fastened to the piles at five levels and a computer based data reading system were used. The behavior of a single pile and a pile group having five piles were investigated through strain measurements in order to observe bending moment distribution on the piles. The behavior of passive single pile was found to be similar to the results obtained in early studies. In pile group, above the shear plane maximum bending moments within the pile group were found to be developed on the piles nearest to the loading. On the shear plane maximum bending moments were developed on the piles farthest from the loading just like active piles. Below the shear plane, maximum bending moments were developed mainly on the piles nearest to the loading.