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Lateral Load Tests On Full Scale Pile Groups


Lateral Load Tests On Full Scale Pile Groups
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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.




Lateral Load Tests On Full Scale Pile Groups In Cohesive Soils


Lateral Load Tests On Full Scale Pile Groups In Cohesive Soils
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Author : Jai B. Kim
language : en
Publisher:
Release Date : 1973

Lateral Load Tests On Full Scale Pile Groups In Cohesive Soils 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 1973 with categories.




Lateral Load Tests On Full Scale Pile Groups In Cohesive Soils


Lateral Load Tests On Full Scale Pile Groups In Cohesive Soils
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Author : Jai B. Kim
language : en
Publisher:
Release Date : 1973

Lateral Load Tests On Full Scale Pile Groups In Cohesive Soils 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 1973 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.




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 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.



Static And Dynamic Lateral Load Testing Of A Full Scale Pile Group In Clay


Static And Dynamic Lateral Load Testing Of A Full Scale Pile Group In Clay
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Author : Kris T. Peterson
language : en
Publisher:
Release Date : 1996

Static And Dynamic Lateral Load Testing Of A Full Scale Pile Group In Clay written by Kris T. Peterson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1996 with Piling (Civil engineering) categories.




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.



Static Lateral Load Testing Of A Full Scale Pile Group Spaced At 5 65 Pile Diameters


Static Lateral Load Testing Of A Full Scale Pile Group Spaced At 5 65 Pile Diameters
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Author : S. Robert Johnson
language : en
Publisher:
Release Date : 2003

Static Lateral Load Testing Of A Full Scale Pile Group Spaced At 5 65 Pile Diameters written by S. Robert Johnson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2003 with Lateral loads categories.




Statnamic Lateral Loading Testing Of Full Scale 15 And 9 Group Piles In Clay


Statnamic Lateral Loading Testing Of Full Scale 15 And 9 Group Piles In Clay
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Author : Rick Davon Broderick
language : en
Publisher:
Release Date : 2007

Statnamic Lateral Loading Testing Of Full Scale 15 And 9 Group Piles In Clay written by Rick Davon Broderick and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2007 with Clay soils categories.


Damping ratios ranged from 23 to 50 percent for the 15-pile group and 29 to 49 percent for the 9-pile group. Both pile groups increased in damping as the deflections increased. The optimized mass in motion for the entire system was found to be roughly 21,000kg for the 15-pile group and 14,000 kg for the 9-pile group. Stiffness for the 15-pile group started at 50kN/mm and ended at 21kN/mm. The 9-pile group ranged from 28kN/mm to 12kN/mm.