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Kirsch, Klaus. Ground improvement by deep vibratory methods / authors: Klaus Kirsch and Fabian Kirsch. — Second edition. — 1 online resource — <URL:http://elib.fa.ru/ebsco/1351846.pdf>.

Дата создания записи: 14.09.2016

Тематика: Soil stabilization.; Vibratory compacting.; Foundations.; TECHNOLOGY & ENGINEERING — Civil — General.; Foundations.; Soil stabilization.; Vibratory compacting.

Коллекции: EBSCO

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Оглавление

  • 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
    • 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
    • 6.3 Vibration nuisance and potential damages to adjacent structures
    • 6.4 Carbon dioxide emission
  • 7: Contractual matters
  • References
  • Index

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