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Full Scale Lateral Load Test Of A 3x5 Pile Group In Sand


Full Scale Lateral Load Test Of A 3x5 Pile Group In Sand
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Full Scale Lateral Load Test Of A 3x5 Pile Group In Sand


Full Scale Lateral Load Test Of A 3x5 Pile Group In Sand
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Author : James Matthew Walsh
language : en
Publisher:
Release Date : 2005

Full Scale Lateral Load Test Of A 3x5 Pile Group In Sand written by James Matthew Walsh and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2005 with CD-ROMs categories.


The load resisted by the single pile was greater than the average load resisted by each pile in the pile group. While the loads resisted by the first row of piles (i.e. the only row deflected away from all other rows of piles) were approximately equal to that resisted by the single pile, following rows resisted increasingly less load up through the fourth row. The fifth row consistently resisted more than the fourth row. The pile group in sand resisted much higher loads than did the pile group in clay.



Full Scale Lateral Load Tests Of A 3x5 Pile Group In Soft Clays And Silts


Full Scale Lateral Load Tests Of A 3x5 Pile Group In Soft Clays And Silts
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Author : Jeffrey L. Snyder
language : en
Publisher:
Release Date : 2004

Full Scale Lateral Load Tests Of A 3x5 Pile Group In Soft Clays And Silts written by Jeffrey L. Snyder and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with Electronic dissertations categories.


A series of static lateral load tests were conducted on a group of fifteen piles arranged in a 3x5 pattern. The piles were placed at a center-to-center spacing of 3.92 pile diameters. A single isolated pile was also tested for comparison to the group response. The subsurface profile consisted of cohesive layers of soft to medium consistency underlain by interbedded layers of sands and fine-grained soils. The piles were instrumented to measure pile-head deflection, rotation, and load, as well as strain versus pile depth.



A Lateral Load Test Of A Full Scale Pile Group In Sand


A Lateral Load Test Of A Full Scale Pile Group In Sand
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Author : Clark Stephen Morrison
language : en
Publisher:
Release Date : 1986

A Lateral Load Test Of A Full Scale Pile Group In Sand written by Clark Stephen Morrison and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1986 with Piling (Civil engineering) categories.




Full Scale Static Lateral Load Test Of A 9 Pile Group In Sand


Full Scale Static Lateral Load Test Of A 9 Pile Group In Sand
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Author : Dustin Shaun Christensen
language : en
Publisher:
Release Date : 2006

Full Scale Static Lateral Load Test Of A 9 Pile Group In Sand written by Dustin Shaun Christensen and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2006 with Electronic dissertations categories.


The test on the single pile was modeled using the computer program LPILE Plus version 4.0 (Reese et al., 2000). The soil profile was calibrated by alternating the input soil parameters until the curves matched between the measured and the calculated results. The new soil profile was then used to model the test on the pile group using GROUP version 4.0 (Reese and Wang, 1996). A match was made between the measured test results and those calculated using GROUP by defining p-multipliers for each of the rows. For Cycle 1 the p-multipliers were found to be 1.0, .55, and .5 for Row 1 through Row 3 respectively. For Cycle 10 the p-multipliers were found to be the same as those for Cycle 1.



Full Scale Cyclic Lateral Load Testing Of A Four Pile Group In Liquefied Sand


Full Scale Cyclic Lateral Load Testing Of A Four Pile Group In Liquefied Sand
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Author : Allan T. MacDougall
language : en
Publisher:
Release Date : 2004

Full Scale Cyclic Lateral Load Testing Of A Four Pile Group In Liquefied Sand written by Allan T. MacDougall and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with Lateral loads categories.




Behavior Of Liquefying Sand And Ciss Piles During Full Scale Lateral Load Tests


Behavior Of Liquefying Sand And Ciss Piles During Full Scale Lateral Load Tests
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Author : Thomas Jay Weaver
language : en
Publisher:
Release Date : 2001

Behavior Of Liquefying Sand And Ciss Piles During Full Scale Lateral Load Tests written by Thomas Jay Weaver and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2001 with categories.




Pile Group Interaction Factors For Free Headed Pile Groups


Pile Group Interaction Factors For Free Headed Pile Groups
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Author : Mauricio Ochoa
language : en
Publisher:
Release Date : 1988

Pile Group Interaction Factors For Free Headed Pile Groups written by Mauricio Ochoa 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.


In order to analyze foundations supported by groups of vertical, pin-headed, laterally loaded piles, it is necessary to include in some rational way the effect of pile-soil-pile interaction, or the increase in pile-head flexibility that occurs in each pile in a group in comparison with an isolated pile. A study was undertaken to measure experimentally pile-head flexibility reduction (interaction) factors in a full-scale pile group in sand. The measurements were accomplished by testing individual piles within a pile group of nine piles cyclically at varying magnitudes of applied ground line shear, two-pile subgroups and three-pile subgroups. The response of certain unloaded piles was also monitored during these individual-pile and small-group tests. Analysis of the results indicated a significant effect of position on flexibility reduction in a two-pile group (leading or trailing) for piles spaced 3 diameters on center and loaded in line and a lesser effect for piles loaded side-by-side. A consistent set of interaction factors was developed from the experiments and applied to the analysis of deflection and shear load distribution in the full nine-pile group, which had been tested earlier on the same test site, through the use of simple matrix techniques. (aw).



Full Scale Lateral Load Test Of A Pile Group Spaced At 5 6 Diameters In Clay


Full Scale Lateral Load Test Of A Pile Group Spaced At 5 6 Diameters In Clay
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Author : Derek H. Jenson
language : en
Publisher:
Release Date : 2000

Full Scale Lateral Load Test Of A Pile Group Spaced At 5 6 Diameters In Clay written by Derek H. Jenson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2000 with Lateral loads categories.




Lateral Load Tests On Full Scale Pile Groups


Lateral Load Tests On Full Scale Pile Groups
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Author : Jai B. Kim
language : en
Publisher:
Release Date : 1972

Lateral Load Tests On Full Scale Pile Groups written by Jai B. Kim and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1972 with categories.




Cyclic Lateral Load Testing And Analysis Of Full Scale Pile Groups In Clay


Cyclic Lateral Load Testing And Analysis Of Full Scale Pile Groups In Clay
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Author : Brian H. Garrett
language : en
Publisher:
Release Date : 2002

Cyclic Lateral Load Testing And Analysis Of Full Scale Pile Groups In Clay written by Brian H. Garrett and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002 with Lateral loads categories.