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Load Displacement Behavior Of Acip Piles In Very Dense Sand And Hard Clay


Load Displacement Behavior Of Acip Piles In Very Dense Sand And Hard Clay
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Load Displacement Behavior Of Acip Piles In Very Dense Sand And Hard Clay


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.




Load Displacement Behavior Of Acip Piles In Soils And Socketed In Clay Shale


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.




Case History Evaluation Of Axial Behavior Of Augered Cast In Place Piles And Pressure Injected Footings


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


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



Soil Behavior Around Laterally Loaded 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).



Development Of An Acip Pile Specific Load Displacement Model


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.



An Experimental Study Of Skin Friction And Creep Of Piles In Clay


An Experimental Study Of Skin Friction And Creep Of Piles In Clay
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Author : Indrasurya Budisatria Mochtar
language : en
Publisher:
Release Date : 1985

An Experimental Study Of Skin Friction And Creep Of Piles In Clay written by Indrasurya Budisatria Mochtar and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1985 with categories.




Single Piles And Pile Groups Under Lateral Loading


Single Piles And Pile Groups Under Lateral Loading
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Author : Lymon C. Reese
language : en
Publisher: CRC Press
Release Date : 2000-01-01

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 2000-01-01 with Technology & Engineering categories.


Guiding the professional through the complexities of lateral-load design, this book and CD-ROM combination introduces the procedures involved in piles and pile group design. This is a problem that can only be solved by accounting for the soil resistance as related to the lateral deflection of the pile. Intricate equations are derived and fully explained, enabling the designer to find the critical loads, that will either cause a pile to be overloaded or cause too much lateral deflection. The CD-ROM contains simplified versions of two required programs that allow the reader to check the solutions of some of the examples given in the book and to find answers to related problems.



A Comparison Of Load Test Data And Predicted Behavior Of Auger Cast Piles In Layered Soils


A Comparison Of Load Test Data And Predicted Behavior Of Auger Cast Piles In Layered Soils
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Author : John Michael Hudson
language : en
Publisher:
Release Date : 2008

A Comparison Of Load Test Data And Predicted Behavior Of Auger Cast Piles In Layered Soils written by John Michael Hudson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with Piling (Civil engineering) categories.


The use of auger cast-in-place (ACIP) pilings is very common in Florida; however, there is a significant degree of uncertainty in determining the actual capacity of the pilings, especially when the pilings are installed through layers of cohesive soils. Therefore, there is a need to improve upon the existing methods of predicting the behavior of ACIP piles in layered soils. As a result, the primary objective of this study is to determine if a significant difference exists between the accepted methods of pile load test analysis. Provided a significant difference is noted, the secondary objective would be to determine if an improvement could be made to enhance the existing empirical relationships used to predict pile behavior in layered soils. In order to accomplish these objectives, this study presents an evaluation of some of the most commonly used methods for predicting ACIP pile capacity based upon the results of actual field load tests. Data from twenty-five load tests were analyzed using popular methods and statistical analyses were preformed to determine and evaluate the data. These evaluations were utilized to explore correlations between predicted behavior and actual results. Based upon the results of this study, there is no statistically significant difference between the load test analyses methods examined. As a result, no improvement to the existing methods of predicting ACIP pile behavior in layered soils may be recommended at this time, and further research in this subject matter is recommended.



Evaluating 50 For Lateral Load Displacement Behavior Of Piles In Clay


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.