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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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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.




Geotechnical Engineering For Disaster Mitigation And Rehabilitation


Geotechnical Engineering For Disaster Mitigation And Rehabilitation
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Author : Han-Long Liu
language : en
Publisher: Springer Science & Business Media
Release Date : 2009-02-18

Geotechnical Engineering For Disaster Mitigation And Rehabilitation written by Han-Long Liu and has been published by Springer Science & Business Media this book supported file pdf, txt, epub, kindle and other format this book has been release on 2009-02-18 with Science categories.


"Geotechnical Engineering for Disaster Mitigation and Rehabilitation" presents the latest developments and case studies in the field. All contributions to this proceedings were rigorously reviewed to cover the newest developments in disasters related to earthquakes, landslides and slopes, soil dynamics, risk assessment and management, disaster mitigation and rehabilitation, and others. The book will be a useful reference for geotechnical scientists, engineers and professionals in these areas.



Reliability Based Design In Geotechnical Engineering


Reliability Based Design In Geotechnical Engineering
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Author : Kok-Kwang Phoon
language : en
Publisher: CRC Press
Release Date : 2008-04-21

Reliability Based Design In Geotechnical Engineering written by Kok-Kwang Phoon and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008-04-21 with Technology & Engineering categories.


Reliability-based design is the only engineering methodology currently available which can ensure self-consistency in both physical and probabilistic terms. It is also uniquely compatible with the theoretical basis underlying other disciplines such as structural design. It is especially relevant as geotechnical design becomes subject to incre



Model Uncertainties In Foundation Design


Model Uncertainties In Foundation Design
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Author : Chong Tang
language : en
Publisher: CRC Press
Release Date : 2021-03-16

Model Uncertainties In Foundation Design written by Chong Tang and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2021-03-16 with Technology & Engineering categories.


Model Uncertainties in Foundation Design is unique in the compilation of the largest and the most diverse load test databases to date, covering many foundation types (shallow foundations, spudcans, driven piles, drilled shafts, rock sockets and helical piles) and a wide range of ground conditions (soil to soft rock). All databases with names prefixed by NUS are available upon request. This book presents a comprehensive evaluation of the model factor mean (bias) and coefficient of variation (COV) for ultimate and serviceability limit state based on these databases. These statistics can be used directly for AASHTO LRFD calibration. Besides load test databases, performance databases for other geo-structures and their model factor statistics are provided. Based on this extensive literature survey, a practical three-tier scheme for classifying the model uncertainty of geo-structures according to the model factor mean and COV is proposed. This empirically grounded scheme can underpin the calibration of resistance factors as a function of the degree of understanding – a concept already adopted in the Canadian Highway Bridge Design Code and being considered for the new draft for Eurocode 7 Part 1 (EN 1997-1:202x). The helical pile research in Chapter 7 was recognised by the 2020 ASCE Norman Medal.



Axial Behavior Of Drilled Shafts In Gravelly Soils


Axial Behavior Of Drilled Shafts In Gravelly Soils
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Author : Jie-Ru Chen
language : en
Publisher:
Release Date : 2004

Axial Behavior Of Drilled Shafts In Gravelly Soils 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 2004 with categories.




Deep Foundations 2002


Deep Foundations 2002
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Author : Michael W. O'Neill
language : en
Publisher: American Society of Civil Engineers
Release Date : 2002

Deep Foundations 2002 written by Michael W. O'Neill and has been published by American Society of Civil Engineers this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002 with Technology & Engineering categories.


Proceedings of the International Deep Foundations Congress 2002, held in Orlando, Florida, February 14-16, 2002. Sponsored by The Geo-Institute of ASCE. This Geotechnical Special Publication contains 110 papers documenting applied research and engineering experience in the area of deep foundations. The volume is a comprehensive resource for both researchers and practitioners covering driven, jacked, and augered piles and drilled shafts. Topics include: geotechnical design, structural design, innovative construction, validation and verification of design and construction, soil-structure interaction, reliability-based design, field load testing for design, concepts for deep foundation systems (such as piled rafts), numerical and analytical modeling of pile foundations, design of foundations for extreme events, and numerous and varied case histories. Several papers also focus on the acquisition and use of geomaterial properties for deep foundation design and the use of deep foundations in walls.



Foundations And Ground Improvement


Foundations And Ground Improvement
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Author : Thomas L. Brandon
language : en
Publisher:
Release Date : 2001

Foundations And Ground Improvement written by Thomas L. Brandon and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2001 with Science categories.


The proceedings from a June 2001 conference in Blacksburg, Virginia contain 70 technical papers considering the practical uses of new foundation systems and ground improvement techniques. The papers discuss urban construction problems, case studies, deep soil mixing, soil-cement columns, drilled shafts, micropiles and minipiles, jet grouting, compaction grouting, compensation grouting, grouted soil properties, and soil admixtures, as well as difficult geologic conditions, remediation, and emergency response. Annotation copyrighted by Book News, Inc., Portland, OR



Foundation Analysis And Design


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.



Soils And Geotechnology In Construction


Soils And Geotechnology In Construction
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Author : Alan J. Lutenegger
language : en
Publisher: CRC Press
Release Date : 2019-05-03

Soils And Geotechnology In Construction written by Alan J. Lutenegger and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2019-05-03 with Technology & Engineering categories.


This book covers the field of applied geotechnology related to all aspects of construction in ground, including compacted fill, excavations, ground improvement, foundations, earth retaining systems and geotechnical site characterization. It suits the first year of a graduate course on ground improvement and geoconstruction and will suit practicing engineers, both consultants and contractors. Distinctively it covers the identification of problematic soils and appropriate mitigation measures, and the inspection of ground construction work. It combines the technical and the practical in applied geotechnology.



Characterization Of T Z Model Design Parameters For Augered Cast In Place Piles Using Field Load Test Data


Characterization Of T Z Model Design Parameters For Augered Cast In Place Piles Using Field Load Test Data
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Author : Bradley Scott Gardner
language : en
Publisher:
Release Date : 2012

Characterization Of T Z Model Design Parameters For Augered Cast In Place Piles Using Field Load Test Data written by Bradley Scott Gardner and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2012 with Concrete piling categories.


With the increasing use of augered cast-in-place piles in new construction, it is important that proper design parameters be incorporated when evaluating pile capacity and performance using reliability-based design methods. This paper focuses on developing "t-z" model parameters from analysis of static axial compression and tension load test data from a project site along the Missouri River floodplain in northwest Missouri. Data was collected from a total of twelve axial load tests (six compression and six tension) and includes dial gauge readings from the pile heads as well as vibrating wire strain gauge data from multiple locations throughout several of the test piles. The "t-z" method has been used extensively as a soil-structure interaction model to evaluate the settlement of deep foundations. The soil-structure interaction modeled in this analysis was based on hyperbolic load displacement behavior using effective (drained) stresses. The development of the "t-z" model parameters has been accomplished using finite difference methods to analyze the non-linear soil-structure interaction along the sides of the piles. During the analysis, the mean shear modulus of soil-structure interface subgrade reaction, K[sub]init, and the mean ultimate shear strength of the soil-structure interface, [symbol for tau][sub]u, were back-calculated from each set of load test data and were based on the assumption of a single-layer, homogenous soil profile. These "t-z" model parameters were then compared to standard field investigation data, including standard penetration tests (SPT) and cone penetrometer test (CPT) soundings, and effective overburden stress to develop correlations suitable for service limit state design of augered cast-in-place piles. While there was some indication of a linear relationship between K[sub]init and the field investigation data, there was not a sufficient quantity of data in the analysis to properly identify any statistical trends. The relationship between [symbol for tau][sub]u and the field investigation data was much more variable and did not provide any distinct correlation. The plot of the data relating the model parameters to the effective overburden stress exhibited some grouping but the sample size and distribution was not sufficient to identify any statistical trends.