Ground Improvement by Deep Vibratory Methods
Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most commonly used worldwide. These methods have been developed over almost eighty years and are now of unrivalled importance as modern foundation measures. Vibro compaction works on granular soils by densificat...
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| Language: | English |
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CRC Press
2016
Multiple Funders Taylor & Francis Taylor & Francis Group |
| Edition: | 2 |
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| ISBN: | 1482257572, 9781482257571, 9780367139025, 1482257564, 0367139022, 9781482257564, 9781315336039, 1315355094, 1315372347, 9781315372341, 9781315355092, 1315336030 |
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| Abstract | Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most commonly used worldwide. These methods have been developed over almost eighty years and are now of unrivalled importance as modern foundation measures. Vibro compaction works on granular soils by densification, and vibro stone columns are used to displace and reinforce fine-grained and cohesive soils by introducing inert material. This second edition includes also a chapter on vibro concrete columns constructed with almost identical depth vibrators. These small diameter concrete piles are increasingly used as ground improvement methods for moderately loaded large spread foundations, although the original soil characteristics are only marginally improved. This practical guide for professional geotechnical engineers and graduate students systematically covers the theoretical basis and design principles behind the methods, the equipment used during their execution, and state of the art procedures for quality assurance and data acquisition. All the chapters are updated in line with recent developments and improvements in the methods and equipment. Fresh case studies from around the world illustrate the wide range of possible applications. The book concludes with variations to methods, evaluates the economic and environmental benefits of the methods, and gives contractual guidance. The Open Access version of this book, available at http://www.taylorfrancis.com, has been made available under a Creative Commons Attribution-Non Commercial-No Derivatives 4.0 license |
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| AbstractList | Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most commonly used worldwide. These methods have been developed over almost eighty years and are now of unrivalled importance as modern foundation measures. Vibro compaction works on granular soils by densification, and vibro stone columns are used to displace and reinforce fine-grained and cohesive soils by introducing inert material.
This second edition includes also a chapter on vibro concrete columns constructed with almost identical depth vibrators. These small diameter concrete piles are increasingly used as ground improvement methods for moderately loaded large spread foundations, although the original soil characteristics are only marginally improved.
This practical guide for professional geotechnical engineers and graduate students systematically covers the theoretical basis and design principles behind the methods, the equipment used during their execution, and state of the art procedures for quality assurance and data acquisition.
All the chapters are updated in line with recent developments and improvements in the methods and equipment. Fresh case studies from around the world illustrate the wide range of possible applications. The book concludes with variations to methods, evaluates the economic and environmental benefits of the methods, and gives contractual guidance. This second edition outlines equipment, methods and techniques, design, quality control and case studies from around the world. The Open Access version of this book, available at http://www.taylorfrancis.com, has been made available under a Creative Commons Attribution-Non Commercial-No Derivatives 4.0 license. Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most commonly used worldwide. These methods have been developed over almost eighty years and are now of unrivalled importance as modern foundation measures. Vibro compaction works on granular soils by densification, and vibro stone columns are used to displace and reinforce fine-grained and cohesive soils by introducing inert material.This second edition includes also a chapter on vibro concrete columns constructed with almost identical depth vibrators. These small diameter concrete piles are increasingly used as ground improvement methods for moderately loaded large spread foundations, although the original soil characteristics are only marginally improved.This practical guide for professional geotechnical engineers and graduate students systematically covers the theoretical basis and design principles behind the methods, the equipment used during their execution, and state of the art procedures for quality assurance and data acquisition.All the chapters are updated in line with recent developments and improvements in the methods and equipment. Fresh case studies from around the world illustrate the wide range of possible applications. The book concludes with variations to methods, evaluates the economic and environmental benefits of the methods, and gives contractual guidance. Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most commonly used worldwide. These methods have been developed over almost eighty years and are now of unrivalled importance as modern foundation measures. Vibro compaction works on granular soils by densification, and vibro stone columns are used to displace and reinforce fine-grained and cohesive soils by introducing inert material. This second edition includes also a chapter on vibro concrete columns constructed with almost identical depth vibrators. These small diameter concrete piles are increasingly used as ground improvement methods for moderately loaded large spread foundations, although the original soil characteristics are only marginally improved. This practical guide for professional geotechnical engineers and graduate students systematically covers the theoretical basis and design principles behind the methods, the equipment used during their execution, and state of the art procedures for quality assurance and data acquisition. All the chapters are updated in line with recent developments and improvements in the methods and equipment. Fresh case studies from around the world illustrate the wide range of possible applications. The book concludes with variations to methods, evaluates the economic and environmental benefits of the methods, and gives contractual guidance. The Open Access version of this book, available at http://www.taylorfrancis.com, has been made available under a Creative Commons Attribution-Non Commercial-No Derivatives 4.0 license Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most commonly used worldwide. These methods have been developed over almost eighty years and are now of unrivalled importance as modern foundation measures. Vibro compaction works on granular soils by densification, and vibro stone columns are used to displace and reinforce fine-grained and cohesive soils by introducing inert material. This second edition includes also a chapter on vibro concrete columns constructed with almost identical depth vibrators. These small diameter concrete piles are increasingly used as ground improvement methods for moderately loaded large spread foundations, although the original soil characteristics are only marginally improved. This practical guide for professional geotechnical engineers and graduate students systematically covers the theoretical basis and design principles behind the methods, the equipment used during their execution, and state of the art procedures for quality assurance and data acquisition. All the chapters are updated in line with recent developments and improvements in the methods and equipment. Fresh case studies from around the world illustrate the wide range of possible applications. The book concludes with variations to methods, evaluates the economic and environmental benefits of the methods, and gives contractual guidance. The Open Access version of this book, available at http://www.taylorfrancis.com, has been made available under a Creative Commons Attribution-Non Commercial-No Derivatives 4.0 license Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most commonly used worldwide. These methods have been developed over almost eighty years and are now of unrivalled importance as modern foundation measures. Vibro compaction works on granular soils by densification, and vibro stone columns are used to displace and reinforce fine-grained and cohesive soils by introducing inert material. This second edition includes also a chapter on vibro concrete columns constructed with almost identical depth vibrators. These small diameter concrete piles are increasingly used as ground improvement methods for moderately loaded large spread foundations, although the original soil characteristics are only marginally improved. This practical guide for professional geotechnical engineers and graduate students systematically covers the theoretical basis and design principles behind the methods, the equipment used during their execution, and state of the art procedures for quality assurance and data acquisition. All the chapters are updated in line with recent developments and improvements in the methods and equipment. Fresh case studies from around the world illustrate the wide range of possible applications. The book concludes with variations to methods, evaluates the economic and environmental benefits of the methods, and gives contractual guidance. The Open Access version of this book, available at http://www.taylorfrancis.com, has been made available under a Creative Commons Attribution-Non Commercial-No Derivatives 4.0 license An Overview of Deep Soil Improvement by Vibratory Methods. History of Vibratory Deep Compaction. Vibro Compaction of Granular Soils. Improvement of Fine Grained and Cohesive Soils by Vibro Replacement Stone Columns. Method Variations such as Vibro Concrete Columns and Related Processes. Environmental Considerations. Contractual Matters. "This practical guide will be of value to practising ground engineering professionals involved with deep vibratory (ground improvement) methods either as specifiers or practitioners, also to academics, civil and geotechnical engineering consultants and post-graduate students requiring a more detailed knowledge of the subject matter." —Colin Serridge, in Ground Improvement: Proceedings of the Institution of Civil Engineers "This is the book to have for a comprehensive understanding of ground improvement by deep vibratory methods. While the topic is covered broadly in ground improvement books, this book is dedicated solely to deep vibratory methods and, as such, presents a greater level of detail in design, construction, case studies and environmental considerations. In addition, the book is well-written." —Jeffrey Evans, Bucknell University, USA Klaus Kirsch is a consulting engineer and was a Director of Keller Group plc until his retirement 2001, then Consultant to the Board and Chairman of the Group Technological Committee and Chairman of the Supervisory Board of Keller Grundbau, Germany. Fabian Kirsch is managing partner of GuD Consult GmbH, a leading geotechnical consultancy in Germany. Open access – no commercial reuse Outlining the development of vibratory deep compaction, this book describes the equipment used, methods & offers state of the art design principles & quality control procedures. |
| Author | Kirsch, Klaus Kirsch, Fabian |
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| Copyright | 2017 by Taylor & Francis Group, LLC https://creativecommons.org/licenses/by-nc-nd/4.0/legalcode |
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| Keywords | concrete Soil Behavior Type Index Column Group columns Cpt Vibro Flotation Stone Column Depth Vibrator Ground Improvement Method Stress Concentration Factor Vibro Compaction Liquefaction Resistance Cpt Tip Resistance Vibro Replacement Stone Columns Magnitude Scaling Factor compaction backfill Vibro Concrete Column Soil Behavior Type Index Ic Stone Backfill Stone Column Material TU Berlin Compaction Probe column Trial Compaction stone depth material Unit Cell Concept Vibro Stone Columns Vibro Replacement Fine Grained Cohesive Soils Improvement Factor vibro replacement |
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| Notes | Electronic reproduction. Abingdon: CRC Press, 2016. Requires the Libby app or a modern web browser. MODID-8df34d47a03:Routledge & CRC Press |
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| Snippet | Vibro compaction and vibro stone columns are the two dynamic methods of soil improvement most commonly used worldwide. These methods have been developed over... This second edition outlines equipment, methods and techniques, design, quality control and case studies from around the world. The Open Access version of this... Outlining the development of vibratory deep compaction, this book describes the equipment used, methods & offers state of the art design principles & quality... |
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| SubjectTerms | Agribusiness and primary industries backfill Civil Civil engineering Civil engineering, surveying and building CivilEngineeringnetBASE column Column Group columns compaction concrete Construction depth Depth Vibrator Economics, Finance, Business and Management Engineering ENGnetBASE Fine Grained Cohesive Soils Foundations Foundations and Piling Ground Improvement Method Industry and industrial studies Liquefaction Resistance Magnitude Scaling Factor material Nonfiction replacement SCI-TECHnetBASE Soil & Rock Soil Behavior Type Index Ic Soil Mechanics Soil stabilization STMnetBASE stone Stone Backfill Stone Column Stone Column Material Stress Concentration Factor Technology Technology & Engineering Technology, Engineering, Agriculture, Industrial processes Trial Compaction TU Berlin Unit Cell Concept Vibratory compacting vibro Vibro Compaction Vibro Concrete Column Vibro Flotation Vibro Replacement Vibro Replacement Stone Columns Vibro Stone Columns |
| SubjectTermsDisplay | Electronic books. Engineering. Nonfiction. Technology. |
| TableOfContents | 6.3 Vibration nuisance and potential damages to adjacent structures -- 6.4 Carbon dioxide emission -- 7: Contractual matters -- References -- Index 4.3 Principal behavior of vibro stone columns under load and their design -- 4.3.1 Overview and definitions -- 4.3.2 Load-carrying mechanism and settlement estimation -- 4.3.3 Failure mechanism and bearing capacity calculations -- 4.3.4 Drainage, reduction of liquefaction potential, and improvement of earthquake resistance -- 4.3.5 Recommendations -- 4.4 Quality control and testing -- 4.5 Suitable soils and method limitations -- 4.6 Computational examples -- 4.6.1 Analysis of settlement reduction -- 4.6.2 Analysis of slope stability -- 4.6.3 Bearing capacity calculation of single footings on stone columns -- 4.6.4 Some results of a parametric study of stone column group behavior -- 4.7 Case histories -- 4.7.1 Wet vibro replacement stone columns for a thermal power plant -- 4.7.2 Vibro replacement soil improvement for a double track railway project -- 4.7.3 Vibro replacement foundation for the new international airport at Berlin -- 4.7.4 High replacement vibro stone columns for a port extension -- 4.7.5 Vibro stone columns for settlement control behind bridge abutments -- 4.7.6 Ground improvement for the foundation of a petroleum tank farm in the Middle East -- 4.7.7 Stone columns provide earthquake-resistant foundation for an electric power plant in Turkey -- 4.7.8 Seismic remediation of an earthfill dam by vibro stone columns -- 5: Method variations and related processes -- 5.1 General -- 5.2 Vibro concrete columns for foundations in very soft soils -- 5.2.1 Process description -- 5.2.2 Special equipment -- 5.2.3 Principal behavior and design -- 5.2.4 Quality control and testing -- 5.2.5 Suitable soils and method limitations -- 5.2.6 Case history: Foundation on vibro concrete columns in soft alluvial soils -- 6: Environmental considerations -- 6.1 General remarks -- 6.2 Noise emission Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Preface to the Second Edition -- Preface and Acknowledgments to the First Edition -- Acknowledgments to the Second Edition -- Authors -- 1: An overview of deep soil improvement by vibratory methods -- 2: A history of vibratory deep compaction -- 2.1 The vibro flotation method and first applications before 1945 -- 2.2 Vibro compaction in postwar Germany during reconstruction -- 2.3 The Torpedo vibrator and the vibro replacement stone column method -- 2.4 Development of vibro compaction outside Germany -- 2.5 Method improvements -- 2.6 Design aspects -- 3: Vibro compaction of granular soils -- 3.1 The depth vibrator -- 3.2 Vibro compaction treatment technique -- 3.2.1 Compaction mechanism of granular soils -- 3.2.2 Vibro compaction in practice -- 3.3 Design principles -- 3.3.1 General remarks -- 3.3.2 Stability and settlement control -- 3.3.3 Mitigation of seismic risks -- 3.3.3.1 Evaluation of the liquefaction potential -- 3.3.3.2 Settlement estimation of sands due to earthquake shaking -- 3.4 Quality control and testing -- 3.5 Suitable soils and method limitations -- 3.6 Case histories -- 3.6.1 Vibro compaction for a land reclamation project -- 3.6.2 Ground improvement treatment by vibro compaction for new port facilities -- 3.6.3 Vibro compaction field trial in calcareous sand -- 3.6.4 Foundation of a fuel oil tank farm -- 3.6.5 Liquefaction evaluation of CPT data after vibro compaction and stone column treatment -- 3.6.6 Trial compaction in quartz sand to establish compaction probe spacing -- 3.6.7 Ground improvement works for the extension of a major shipyard in Singapore -- 4: Improvement of fine-grained and cohesive soils by vibro replacement stone columns -- 4.1 Vibro replacement stone column technique -- 4.2 Special equipment |
| Title | Ground Improvement by Deep Vibratory Methods |
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