Ground Improvement By Deep Vibratory Methods

Ground Improvement By Deep Vibratory Methods


Yazar Klaus Kirsch Fabian Kirsch
Yayınevi CRC Press
ISBN 9780415550154
Baskı yılı 2010
Sayfa sayısı 208
Ağırlık 0.45 kg
Stok durumu Var    Stok detayları
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Vibro-compaction and vibro-stone columns are the two dynamic methods of soil improvement most commonly used worldwide. These methods have been developed over seventy years and are now in a position of unrivalled importance amongst modern foundation measures. The first works on granular soil by densification, and the second is used to displace and reinforce fine grained and cohesive soils by introducing inert material. This practical guide for professional geotechnical engineers outlines the development of vibratory deep compaction, describes the equipment used, sets out the methods and techniques and provides state of the art design principles and quality control procedures. It also identifies the practical limitations of the methods. Case studies from South East Asia and the Middle East are used to illustrate the methods and to demonstrate how they apply in real world conditions. The book concludes with some variations of the basic methods, evaluates the economic and environmental benefits of the methods and gives contractual guidance.
Preface and acknowledgements
1 An overview of deep soil improvement by vibratory methods 1
2 A history of vibratory deep compaction 5
2.1 The vibro flotation method and first applications before 1945 5
2.2 Vibro compaction in post-war Germany during reconstruction 14
2.3 The "Torpedo" vibrator and the vibro replacement stone column method 17
2.4 Development of vibro compaction outside Germany 19
2.5 Method improvements 26
2.6 Design aspects 29
3 Vibro compaction of granular soils 31
3.1 The depth vibrator 31
3.2 Vibro compaction treatment technique 36
3.2.1 Compaction mechanism of granular soils 36
3.2.2 Vibro compaction in practice 41
3.3 Design principles 45
3.3.1 General remarks 45
3.3.2 Stability and settlement control 50
3.3.3 Mitigation of seismic risks 57
3.4 Quality control and testing 73
3.5 Suitable soils and method limitations 76
3.6 Case histories 80
3.6.1 Vibro compaction for a land reclamation project 80
3.6.2 Ground improvement treatment by vibro compaction for new port facilities 83
3.6.3 Vibro compaction field trial in calcareous sand 84
3.6.4 Foundation of a fuel oil tank farm 89
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