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    Ground Improvement by Deep Vibratory Methods

    Proposal review

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    Author(s)
    Kirsch, Klaus
    Kirsch, Fabian
    Language
    English
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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
    URI
    https://library.oapen.org/handle/20.500.12657/101474
    Keywords
    Vibro Compaction; depth; Depth Vibrator; vibro; Vibro Replacement Stone Columns; concrete; Stone Column; Vibro Concrete Column; column; Vibro Stone Columns; stone; Vibro Replacement; compaction; Stress Concentration Factor; replacement; Unit Cell Concept; columns; Fine Grained Cohesive Soils; backfill; material; Soil Behavior Type Index Ic; TU Berlin; Stone Backfill; Ground Improvement Method; Stone Column Material; Vibro Flotation; Liquefaction Resistance; Column Group; Trial Compaction; Magnitude Scaling Factor
    DOI
    10.1201/9781315372341
    ISBN
    9781482257571, 9781482257564, 9781315336039, 9780367139025, 9781315355092, 9781315372341, 9781482257571
    OCN
    958377864
    Publisher
    Taylor & Francis
    Publisher website
    https://taylorandfrancis.com/
    Publication date and place
    2016
    Imprint
    CRC Press
    Classification
    Civil engineering, surveying and building
    Agribusiness and primary industries
    Pages
    252
    Rights
    https://creativecommons.org/licenses/by-nc-nd/4.0/
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    License

    • If not noted otherwise all contents are available under Attribution 4.0 International (CC BY 4.0)

    Credits

    • logo EU
    • This project received funding from the European Union's Horizon 2020 research and innovation programme under grant agreement No 683680, 810640, 871069 and 964352.

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