Statnamic Lateral Loading Testing Of Full Scale 15 And 9 Group Piles In Clay
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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.
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.
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.
Advances In Deep Foundations
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Author : Yoshiaki Kikuchi
language : en
Publisher: Taylor & Francis
Release Date : 2007-06-21
Advances In Deep Foundations written by Yoshiaki Kikuchi and has been published by Taylor & Francis this book supported file pdf, txt, epub, kindle and other format this book has been release on 2007-06-21 with Technology & Engineering categories.
Civil Engineering has recently seen enormous progress in the core field of the construction of deep foundations. This book is the result of the International Workshop on Recent Advances in Deep Foundations (IWDPF07), which was held in Yokosuka, Japan from the 1st to the 2nd of February, 2007. Topics under discussion in this book include recent rese
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 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.
Geomechanics In Soil Rock And Environmental Engineering
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Author : John Small
language : en
Publisher: CRC Press
Release Date : 2018-09-03
Geomechanics In Soil Rock And Environmental Engineering written by John Small and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2018-09-03 with Technology & Engineering categories.
Utilizes both Computer- and Hand-Based Calculations... Modern practice in geomechanics is becoming increasingly reliant on computer-based software, much of which can be obtained through the Internet. In Geomechanics in Soil, Rock, and Environmental Engineering the application of these numerical techniques is examined not only for soil mechanics, but also for rock mechanics and environmental applications. ... For Use in Complex Analysis It deals with the modern analysis of shallow foundations, deep foundations, retaining structures, and excavation and tunneling. In recent years, the environment has become more and more important, and so it also deals with municipal and mining waste and solutions for the disposal and containment of the waste. Many fresh solutions to problems are presented to enable more accurate and advanced designs to be carried out. A Practical Reference for Industry Professionals, This Illuminating Book: Offers a broad range of coverage in soil mechanics, rock mechanics, and environmental engineering Incorporates the author‘s more than 40 years of academic and practical design experience Describes the latest applications that have emerged in the last ten years Supplies references readily available online for futher research Geomechanics in Soil, Rock, and Environmental Engineering should appeal to students in their final undergraduate course in geomechanics or master’s students, and should also serve as a useful reference to practitioners in the field of geomechanics, reflecting the author’s background in both industry and academia.
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 : 1988
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 1988 with Materials categories.
Lateral-load tests were performed on a large-scale, well-instrumented group of piles in sand. A similar single pile, also well-instrumented, was tested in the same soil. The group of piles and the single pile were installed in Houston for previous research projects. The native clay soil was removed from the upper portion of the piles and replaced with clean sand. Cyclic lateral loads were applied to the piles, and the response of the instrumentation was recorded. The results of the loads test of the group are compared with the results of current design methods. The methods include DEFPIG, the Focht-Koch method, the single-pile method, and the Bogard-Matlock method. Because none of the methods provided entirely satisfactory results, an analytical procedure is provided which yields good agreement with the results of the load-test.
Ice Specification For Piling And Embedded Retaining Walls
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Author :
language : en
Publisher:
Release Date : 2017
Ice Specification For Piling And Embedded Retaining Walls written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2017 with Piling (Civil engineering) categories.
This edition retains the three-part approach of the second edition. Part A is an introduction to the essential concepts necessary to procure a piling or retaining wall contract. Part B is the specification and is still the only part of this document intended for incorporation in contracts. Part C provides guidance for use of the specification and essential background information for specifiers and contractors alike. Unlike the second edition, Part 3 guidance notes immediately follow the relevant Part 2 specification requirements. The three sections provide the reader with a full compendium without being overly prescriptive.
Full Scale Testing And Foundation Design
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Author : Mohamad H. Hussein
language : en
Publisher:
Release Date : 2012
Full Scale Testing And Foundation Design written by Mohamad H. Hussein and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2012 with Foundations categories.
GSP 227 contains 51 papers on the use of full-scale testing to enhance the design of foundations presented in honor of Bengt H. Fellenius.