Buddhima Indraratna,
Professor Buddhima Indraratna,
Buddhima (University of Wollongong, NSW, Australia) Indraratna,
Jian Chu,
Jian (Iowa State University, Ames, IA, USA) Chu,
Cholachat Rujikiatkamjorn,
Cholachat (Associate Professor, Centre for Geomechanics, University of Wollongong, NSW, Australia) Rujikiatkamjorn
e.a.
Elsevier Science
e druk, 2015
9780081006986
Ground Improvement Case Histories
Compaction, Grouting and Geosynthetics
Specificaties
Paperback, blz.
|
Engels
Elsevier Science |
e druk, 2015
ISBN13: 9780081006986
Rubricering
Levertijd ongeveer 8 werkdagen
Samenvatting
Written by an international group of contributors, Ground Improvement Case Histories: Compaction, Grouting and Geosynthetics provides over 700 pages of international case-histories. Each case-history provides an overview of the specific technology followed by applications, with some cases offering a comprehensive back-analysis through numerical modelling. Specific case-histories include: The Use of Alternative and Improved Construction Materials and Geosynthetics in Pavements, Case Histories of Embankments on Soft Soils and Stabilisation with Geosynthetics, Ground Improvement with Geotextile Reinforcements, Use of Geosynthetics to aid Construction over Soft Soils and Soil Improvement and Foundation Systems with Encased Columns and Reinforced Bearing Layers.
Specificaties
Inhoudsopgave
<p>Part One: Physical Modification including Compaction, Grouting and Drainage<br>Chapter 1: Ground Improvement for Mitigating Liquefaction-Induced Geotechnical Hazards<br>Chapter 2: Placing soil covers on soft mine tailings<br>Chapter 3: Geotechnical Aspects of Hydraulic Filling of Underground Mine Stopes in Australia<br>Chapter 4: Deep Vibratory Compaction of Granular Soils<br>Chapter 5: Soft Ground Treatment and Performance, Yelgun to Chinderah Freeway, NSW, Australia<br>Chapter 6: Ground Improvement using Deep Vibro Techniques<br>Chapter 7: Improvement of collapsible loess in Eastern Europe<br>Chapter 8: Deep compaction of granular fills in a land reclamation project by dynamic and vibratory compaction techniques<br>Chapter 9: Soil Compaction: Recent Developments<br>Chapter 10: Dynamic Compaction & Dynamic Surcharging at Dubai’s Palm Jumeira STP<br>Chapter 11: Principles and Case Histories of Deep Vibro Techniques<br>Chapter 12: Dynamic Compaction & Dynamic Consolidation of Soils<br>Chapter 13: Assessment of the post-compaction fill characteristics at Penrith Lakes Development site<br>Chapter 14: The Effectiveness of Rolling Dynamic Compaction –A Field Based Study<br>Part Two: Geosynthetics and Other Inclusions<br>Chapter 15: A Multi-Tier Mechanically Stabilized Soil Wall – Field Performance and Numerical Modelling<br>Chapter 16: The Use of Alternative and Improved Construction Materials and Geosynthetics in Pavements<br>Chapter 17: Case Histories of Embankments on Soft Soils and Stabilisation with Geosynthetics: Canadian Experience<br>Chapter 18: Ground improvement with geotextile reinforcements<br>Chapter 19: Use of Geosynthetics to aid construction over soft soils<br>Chapter 20: Modernisation of rail tracks using geosynthetics and shockmats: an Australian perspective<br>Chapter 21: Soil Improvement and Foundation Systems with Encased Columns and Reinforced Bearing Layers<br>Chapter 22: Use of Tire Derived Aggregate in Highway Embankment Construction – North American Overview and a Canadian perspective<br>Chapter 23: Design, construction and performance of GRS structures for railways in Japan<br>Chapter 24: The Use of Bamboo and Bakau Piles for Soil Improvements and Application of Pile Raft System for the Construction of Embankment on Peats and Soft Soils<br>Chapter 25: Natural Fibers in Reinforcement and Erosion Control Applications with Limited Life Geosynthetics (LLGs)<br>Chapter 26: Geotechnical Measures to Increase the Stability of Rock Cuts and to Reduce Rockfall Hazards: Case History "Makkah"</p>