Load Displacement Behavior Of Acip Piles In Soils And Socketed In Clay Shale
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Load Displacement Behavior Of Acip Piles In Soils And Socketed In Clay Shale
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Author : Swapnil Kaulgud
language : en
Publisher:
Release Date : 2004
Load Displacement Behavior Of Acip Piles In Soils And Socketed In Clay Shale written by Swapnil Kaulgud and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with Piling (Civil engineering) categories.
Load Displacement Behavior Of Acip Piles In Very Dense Sand And Hard Clay
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Author : Onur Güvener
language : en
Publisher:
Release Date : 2006
Load Displacement Behavior Of Acip Piles In Very Dense Sand And Hard Clay written by Onur Güvener and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2006 with Clay soils categories.
Case History Evaluation Of Axial Behavior Of Augered Cast In Place Piles And Pressure Injected Footings
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Author : Jie-Ru Chen
language : en
Publisher:
Release Date : 1998
Case History Evaluation Of Axial Behavior Of Augered Cast In Place Piles And Pressure Injected Footings written by Jie-Ru Chen and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1998 with categories.
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
Development Of An Acip Pile Specific Load Displacement Model
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Author : Nasim Adami
language : en
Publisher:
Release Date : 2013
Development Of An Acip Pile Specific Load Displacement Model written by Nasim Adami and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2013 with Concrete piling categories.
Augered cast-in-place piles, also known as ACIP piles, have been used for more than seven decades in the United States and have gained in popularity due to their relatively quick installation and cost-effectiveness. Owing to the reduced impact on the neighboring environment as compared to some other deep foundation installation methods, ACIP piles are appropriate for use in urban areas. Although there has been an increase in application of ACIP piles, relatively little research on this type of pile has been performed as compared to similar deep foundations, such as drilled shafts. The insufficient experimental work on ACIP pile behavior and lack of ACIP pile specific load- displacement models have led practicing engineers to use the results and methodologies from drilled shafts. An example of this is the use of t-z and q-z based load transfer models from drilled shaft-specific relationships to estimate the load-displacement behavior of ACIP piles. Such applications can result in an underestimation of shaft resistance and consequently disagreement between the predicted and measured load-displacement behavior of the ACIP piles. This thesis evaluates the ability of currently used load-displacement models to estimate the measured load-displacement behavior of ACIP piles. Also, a new empirically-based ACIP pile-specific t-z model is proposed that, in combination with the O'Neill and Reese (1999) q-z model and ACIP pile-specific toe bearing resistance model, forms an ACIP pile specific load-displacement model. Experiments of instrumented ACIP piles installed in the granular soils of Western Washington were used to develop the ACIP pile specific t-z model. Comparison between the results from the currently used load-displacement models with the proposed model showed that the proposed model provides an improvement in the prediction of the load-displacement behavior of ACIP piles. Finally, an analysis of variability is performed using the Monte Carlo Simulation with the sample probability distributions of the uncertain variables in load-displacement model. These analyses result in provide a set of possible loads for a number of common service level displacements, which are reported as cumulative density function (CDF) curves. The CDF curves for loads corresponding to a displacement considered can be a useful tool in design procedure of ACIP piles.
Soil Behavior Around Laterally Loaded Piles
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Author : H. L. Gill
language : en
Publisher:
Release Date : 1968
Soil Behavior Around Laterally Loaded Piles written by H. L. Gill and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1968 with categories.
Field tests were performed to study the horizontal load-displacement characteristics of natural soil deposits and to associate these characteristics with the behavior of laterally loaded piles. The ultimate objective of the tests was to acquire information essential for the design of laterally loaded soil-supported structures. Three soil conditions were considered: (1) bay mud with a desiccated crust in its natural dry state, (2) bay mud submerged within the area of testing, and (3) a hydraulic fill of granular material classified as SP by the unified soil classification system. Segmental pile tests were performed with three sizes of laterally loaded segments and at various depths below ground surface in the bay mud. (Similar tests in the hydraulic fill were covered in a previous NCEL report.) Lateral load tests on full-scale piles from 4 to 16 inches in diameter were performed at each test site. Theoretical information, available soil data, and results of the segmental pile tests were compared and combined to establish representative lateral load-displacement relationships for the soil at any depth at the three sites by using rectangular hyperbolas. Theoretical predictions of the response of laterally loaded piles were made using these relationships, and the results were compared with data obtained during the lateral load tests on piles. Experimental data and theoretical predictions compared favorably. (Author).
Evaluating 50 For Lateral Load Displacement Behavior Of Piles In Clay
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Author :
language : en
Publisher:
Release Date : 2015
Evaluating 50 For Lateral Load Displacement Behavior Of Piles In Clay written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2015 with categories.
Contemporary Topics In Deep Foundations
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Author : Magued Iskander
language : en
Publisher:
Release Date : 2009
Contemporary Topics In Deep Foundations written by Magued Iskander and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2009 with Electronic books categories.
GSP 185 contains 80 papers presented at the International Foundation Congress and Equipment Expo held in Orlando, Florida, March 15-19, 2009.
Ifcee 2015
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Author : Magued Iskander
language : en
Publisher:
Release Date : 2015
Ifcee 2015 written by Magued Iskander and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2015 with Foundations categories.
Foundation Analysis And Design
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Author : Robert L. Parsons
language : en
Publisher:
Release Date : 2006
Foundation Analysis And Design written by Robert L. Parsons 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 books categories.
Foundation Analysis and Design: Innovative Methods covers recent advances in the research and construction of shallow foundations, pile foundations and limit state design. This Geotechnical Special Publication contains 44 technical papers that were presented at the GeoShanghai Conference held in Shanghai, China from June 6-8, 2006. The book begins with a keynote paper by Professor Harry Poulos, which summarizes recent advances in the settlement of pile groups. The next section contains fifteen papers which address statistical applications and the use of limit state design for foundations. The third section contains 25 papers on deep foundations that describe a series of advances in the estimation of pile capacity and pile installation issues. The final section includes three papers that focus on advances in the estimation of settlement associated with shallow foundations.