Frontiers in Offshore Geotechnics II
eBook - PDF

Frontiers in Offshore Geotechnics II

  1. 934 pages
  2. English
  3. PDF
  4. Available on iOS & Android
eBook - PDF

Frontiers in Offshore Geotechnics II

Book details
Table of contents
Citations

About This Book

Frontiers in Offshore Geotechnics II comprises the Proceedings of the Second International Symposium on Frontiers in Offshore Geotechnics (ISFOG), organised by the Centre for Offshore Foundation Systems (COFS) and held at the University of Western Australia (UWA), Perth from 8 10 November 2010. The volume addresses current and emerging challenges

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Yes, you can access Frontiers in Offshore Geotechnics II by Susan Gourvenec, David White in PDF and/or ePUB format, as well as other popular books in Tecnología e ingeniería & Ingeniería civil. We have over one million books available in our catalogue for you to explore.

Information

Publisher
CRC Press
Year
2010
ISBN
9780203830079
Edition
1
Topic
Tecnología e ingeniería
Subtopic
Ingeniería civil

Table of contents

  1. Front Cover
  2. Table of Contents
  3. Preface
  4. Committees
  5. Reviewers
  6. 1 Keynotes
  7. A systematic approach to offshore engineering for multiple-project developments in geohazardous areas
  8. Recommended best practice for geotechnical site characterisation of cohesive offshore sediments
  9. Gulf of Guinea deepwater sediments: Geotechnical properties, design issues and installation experiences
  10. Geotechnics for subsea pipelines
  11. Axial and lateral pile design in carbonate soils
  12. New frontiers for centrifuge modelling in offshore geotechnics
  13. Risk and reliability on the frontier of offshore geotechnics
  14. 2 Geohazards and gas hydrates
  15. Neotectonic deformation of northwestern Australia: Implications for oil and gas development
  16. Deepwater Angola part I: Geohazard mitigation
  17. Deepwater Angola part II: Geotechnical challenges
  18. Shallow gas hazard linked to worldwide delta environments
  19. Analysis of submarine flow slides in fine silty sand
  20. Hydrate dissociation around oil exploration infrastructure
  21. An investigation of past mass movement events in theWest Nile Delta
  22. Deformation of seabed due to exploitation of methane hydrate reservoir
  23. 3 In situ site characterisation and pore pressure measurement
  24. A site investigation strategy to obtain fast-track shear strength design parameters in deep water soils
  25. Enhancement of the ball penetrometer test with pore pressure measurements
  26. Laboratory free falling penetrometer test into clay
  27. Offshore sediment overpressures: Overview of mechanisms, measurement and modeling
  28. Angolan deepwater soil conditions: GIS technology development for sediment characterization
  29. Strength measurement in very soft upper seabed sediments
  30. CPT in polar snow – preliminary observations
  31. Parametric study of a free-falling penetrometer in clay-like soils
  32. The future of deepwater site investigation: Seabed drilling technology?
  33. Mini T-bar testing at shallow penetration
  34. Piezometer installation in deepwater Norwegian Sea
  35. Luva deepwater site investigation programme and findings
  36. Investigations into novel shallow penetrometers for fine-grained soils
  37. Seabed drilling vs surface drilling – a comparison
  38. 4 Soil characterisation and modelling
  39. Rheological behaviour of soft clays
  40. A three-dimensional finite element study of the direct simple shear test
  41. Repeated loading and unloading of the seabed
  42. A new interpretation of the simple shear test
  43. Physical modelling of the crushing behaviour of granular materials
  44. New evidence for the origin and behaviour of deep ocean ‘crusts’
  45. Soil unit weight estimated from CPTu in offshore soils
  46. Strain rate dependent simple shear behaviour of deepwater sediments in offshore Angola
  47. Simplified calibration procedure for a high-cycle accumulation model based on cyclic triaxial tests on 22 sands
  48. Understanding cyclic loading behavior of soil for offshore applications
  49. 5 Shallow foundations
  50. Observations of shallow skirted foundations under transient and sustained uplift
  51. Numerical study of grillage foundations on sand under combined VHM loading
  52. The vertical bearing capacity of grillage foundations in sand
  53. Behaviour of skirted footings on sand overlying clay
  54. Numerical study of piping limits for suction installation of offshore skirted foundations and anchors in layered sand
  55. Shallow foundation performance in a calcareous sand
  56. A numerical study of the vertical bearing capacity of skirted foundations
  57. The effect of torsion on the sliding resistance of rectangular foundations
  58. Foundation design challenges of the MCR-A skirted gravity platform
  59. Constructing breakwater with prefabricated caissons on soft clay
  60. 6 Piled foundations
  61. Simplified analysis of laterally loaded pile groups
  62. Behavior of piles under combined lateral and axial loading
  63. Investigations on the behavior of large diameter piles under cyclic lateral loading
  64. BP Clair phase 1 – Pile driveability and capacity in extremely hard till
  65. Photoelastic investigation into plugging of open ended piles
  66. Soil-pile interaction during extrusion of an initially deformed pile
  67. BP Clair phase 1 – Geotechnical assurance of driven piled foundations in extremely hard till
  68. Pile driving experiences in Persian Gulf calcareous sands
  69. FLAC3D analysis on soil moving through piles
  70. Cyclic loading of barrettes in soft calcareous rock using Osterberg cells
  71. Shaft capacity of drilled and grouted piles in calcareous sandstone
  72. Numerical analysis of mudmat contribution to capacity of piled offshore platforms
  73. Simplified numerical model for analysis of offshore piles under cyclic lateral loading
  74. Centrifuge modelling of rapid load tests with piles in silt and sand
  75. Field measurements on monopile Dolphins
  76. Behaviour of driven tubular steel piles in calcarenite for a marine jetty in Fujairah, United Arab Emirates
  77. CPT-Based design method for axial capacity of offshore piles in clays
  78. 7 Foundations for renewable energy
  79. Evaluation of pile capacity approaches with respect to piles for wind energy foundations in the North Sea
  80. Installation of suction caissons for offshore renewable energy structures
  81. Lateral behaviour of large diameter monopiles at Sheringham Shoal Wind Farm
  82. Centrifuge modelling of offshore monopile foundation
  83. Gravity based foundations for the Rødsand 2 offshore wind farm, Denmark
  84. Geotechnics for developing offshore renewable energy in the US
  85. Engineering issues for fixed offshore wind turbines on Lake Michigan Mid Lake Plateau, USA
  86. Centrifuge model tests on piled footings in clay for offshore wind turbines
  87. Design of monopile foundations in sand for offshore windfarms
  88. Experimental evaluation of backfill in scour holes around offshore monopiles
  89. An investigation of the use of a bearing plate to enhance the lateral capacity of monopile foundations
  90. Optimizing site investigations and pile design for wind farms using geostatistical methods: A case study
  91. Towards the FE prediction of permanent deformations of offshore wind power plant foundations using a high-cycle accumulation model
  92. Cyclic accumulation effects at foundations for offshore wind turbines
  93. Study on soil-structure interaction of suction caisson by large-scale model tests
  94. 8 Jack-up units
  95. Simplified VH equations for foundation punch-through sand into clay
  96. Characterisation of undrained shear strength using statistical methods
  97. Centrifuge modelling of spudcan deep penetration in multi-layered soils
  98. A probabilistic approach to the prediction of spudcan penetration of jack-up units
  99. An assessment of jackup spudcan extraction
  100. 3D FE analysis of the installation process of spudcan foundations
  101. Undrained bearing capacity of deeply embedded foundations under general loading
  102. 9 Anchoring systems
  103. Trajectory prediction for drag embedment anchors under out of plane loading
  104. Setup following keying of plate anchors assessed through centrifuge tests in kaolin clay
  105. Seismically-induced displacements of a suction caisson in soft clay
  106. SEPLA keying prediction method based on full-scale offshore tests
  107. Set-up of suction piles in deepwater Gulf of Guinea clays
  108. Centrifuge testing of suction piles in deepwater Nigeria clay – Effect of stiffeners and set-up time
  109. Numerical FEM and laboratory study of the bearing capacity factor Nc for plate anchors
  110. Caisson capacity in clay: VHM resistance envelope – Part 2: VHM envelope equation and design procedures
  111. Installation and in-place assessment of drag anchors in carbonate soil
  112. Caisson capacity in clay: VHM resistance envelope – Part 1: 3D FEM numerical study
  113. Numerical investigation of the behaviour of suction caissons in structured clays
  114. Cyclic moment loading of suction caissons in sand
  115. 10 Pipelines and risers
  116. Multidirectional analysis of pipeline-soil interaction in clay
  117. Geotechnical challenges for deepwater pipeline design – SAFEBUCK JIP
  118. Large deformation finite element analysis of vertical penetration of pipelines in seabed
  119. Implementation of geotechnical techniques in the analysis of pipeline response
  120. Lateral soil resistance to an untrenched pipeline under the action of ocean currents
  121. Vertical cyclic testing of model steel catenary riser at large scale
  122. Kupe gas project pipeline – optimisation of discrete rock berm design shore approach
  123. Model test studies on soil restraint to pipelines buried in sand
  124. Pipe-soil interaction on clay with a variable shear strength profile
  125. Sweeping behaviour of shallowly-embedded pipeline during cyclic lateral movement
  126. Advanced nonlinear hysteretic seabed model for dynamic fatigue analysis of steel catenary risers
  127. Mobilization distance in uplift resistance modeling of pipelines
  128. Theoretical, numerical and field studies of offshore pipeline sleeper crossings
  129. Observations of pipe-soil response from the first deep water deployment of the SMARTPIPE®
  130. 11 Trenching, ploughing, excavation and burial
  131. Influence of object geometry on penetration into the seabed
  132. Investigation into the effect of forecutters on plough performance
  133. State-of-the-art jet trenching analysis in stiff clays
  134. Numerical modelling of soil around offshore pipeline plough shares
  135. Anchor–chain–rockfill–soil interaction: Evolution of design methods
  136. Development of a jet trenching model in sand
  137. 12 Design and risk
  138. Structural factors affecting the system capacity of jacket pile foundations
  139. The new API Recommended Practice for Geotechnical Engineering: RP 2GEO
  140. Comparison of ISO 19901-2 and API RP 2A seismic design criteria for a site in the Caspian Sea, Turkmenistan
  141. Offshore geotechnics – safe and sustainable
  142. Back Cover