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Frontiers in Offshore Geotechnics III 1st Edition by Vaughan Meyer 9781317382409 131567551X

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Frontiers in Offshore Geotechnics III 1st Edition Vaughan Meyer (Editor) Digital Instant Download

Author(s): Vaughan Meyer (Editor)
ISBN(s): 9781317382409, 131567551X
Edition: 1
File Details: PDF, 58.06 MB
Year: 2015
Language: english
SKU: EB-12193930 Category: Tag:

Frontiers in Offshore Geotechnics III 1st Edition by Vaughan Meyer – Ebook PDF Instant Download/Delivery: 9781317382409, 131567551X

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Product details:

ISBN 10: 131567551X

ISBN 13: 9781317382409

Author: Vaughan Meyer

Frontiers in Offshore Geotechnics III comprises the contributions presented at the Third International Symposium on Frontiers in Offshore Geotechnics (ISFOG, Oslo, Norway, 10-12 June 2015), organised by the Norwegian Geotechnical Institute (NGI). The papers address current and emerging geotechnical engineering challenges facing those working in off.

Table of contents:

  1. The Third ISSMGE McClelland Lecture
  2. Introduction to Knut H. Andersen, The Third ISSMGE McClelland Lecturer
  3. Cyclic soil parameters for offshore foundation design
  4. Keynotes
  5. The suction foundation technology
  6. Geotechnics for wells top-hole section and conductor
  7. The effects of pile ageing on the shaft capacity of offshore piles in sand
  8. A FE procedure for calculation of cyclic behaviour of offshore foundations under partly drained cond
  9. Geohazard risk evaluation and related data acquisition and sampling program for the methane hydrate
  10. Deterministic and probabilistic advances in the analysis of spudcan behaviour
  11. Suction anchors and caissons
  12. Installation of suction caissons for an asymmetrical support structure in sandy soil
  13. Simplified earthquake analysis for wind turbines and subsea structures on closed caisson foundations
  14. Laterally loaded suction caissons with aspect ratio of one
  15. Seismic response of bucket foundations for offshore wind tower using dynamic centrifuge tests
  16. Friction degradation and strength regain along suction piles in soft deepwater Gulf of Guinea clays
  17. Suction pile foundation for a PLET subsea structure
  18. Suction caisson extraction resistance in Gulf of Guinea clay
  19. Performance of a shallow skirted foundation for TLP mooring in carbonate silt
  20. Calculation of undrained holding capacity of suction anchors in clays
  21. Interpretation of centrifuge tests of suction anchors in reconstituted soft clay
  22. CAISSON_VHM: a program for caisson capacity under VHM load in undrained soils
  23. Suction anchor geotechnical design practice: A case study
  24. Centrifuge model test for bearing capacity evaluation of hybrid suction foundation on clay under ver
  25. Pullout resistance of horizontal and inclined loaded suction anchor installed in silty sand via cent
  26. Skirt penetration resistance in carbonate soils from the CPT
  27. Horizontal capacity of multiple suction anchors using numerical analysis
  28. Dynamic behaviour of mono bucket foundations subjected to combined transient loading
  29. Novel monitoring solutions solving geotechnical problems and offshore installation challenges
  30. Effect of torsion on suction piles for subsea and mooring applications
  31. Comparison of design methods for axially loaded buckets in sand
  32. Caisson capacity in undrained soil: Failure envelopes with internal scooping
  33. P–y curves for bucket foundations in sand using finite element modeling
  34. Pipelines, risers and subsea earthworks
  35. Seabed stiffness model for steel catenary risers
  36. Ultimate uplift capacity of buried pipelines in undrained clay
  37. Evaluation of a toroid for model pipeline testing of very soft offshore box core samples
  38. Excess pore pressure redistribution beneath pipelines: FEA investigation and effects on axial pipe-s
  39. Pipeline embedment and consolidation beneath on-bottom pipe model in kaolin clay
  40. The soil strength degradation influence in the axial pipe-soil resistance
  41. Pipe-Soil Interaction: Recent and future improvements in practice
  42. Predicted and observed settlements of a subsea rock installation – comparison between field me
  43. Effects of different loading time histories on fatigue design of steel catenary risers using nonline
  44. A new torsional shear device for pipeline interface shear testing
  45. Large scale experiments on the riser-soil interaction in clay
  46. An integrated approach to pipeline burial in the 21st century – The current state-of-the-art
  47. Direct shear interface tests for pipe-soil interaction assessment
  48. Evaluation of pipe-soil interaction in liquefied soil
  49. Pipe-soil interaction under rapid axial loading
  50. Mechanical trencher modelling in hard ground: State-of-the-art
  51. Finite element analysis of soil damping for pipeline slugging
  52. Geotechnical considerations for pipeline stabilization design using rock berms
  53. Pipe-soil interaction mechanism during pipeline upheaval buckling in loose saturated sand
  54. Study of vertical pipe-soil interaction based on Coupled Eulerian-Lagrangian method
  55. Stress level effects on plane-strain pipe uplift resistance
  56. Theoretical analysis and model test for pipeline protection from dragged anchors
  57. A discrete element study on upheaval ratcheting behavior of pipelines buried in sand
  58. An investigation on existing nonlinear seabed models for riser-fluid-soil interaction studies in ste
  59. Geotechnical design and construction aspects of a pipeline-escarpment crossing
  60. Piled foundations
  61. Modelling of laterally loaded screw piles with large helical plates in sand
  62. Design methodology for cyclically and axially loaded piles in chalk forWikinger OWF
  63. Full scale offshore verification of axial pile design in chalk
  64. Centrifuge investigation of the axial cyclic behaviour of a single pile used for the foundation of a
  65. Review of pile driving results for the Maui and Maari developments in the Taranaki basin of New Zeal
  66. Cyclic pile load tests combined with laboratory results to design offshore wind turbine foundations
  67. Comparison of pile bearing capacity from CPT and dynamic load tests in clay considering soil setup
  68. The use of pipe piles for creating ice protection barrier
  69. Improvement of bearing capacity of vibratory driven open-ended tubular piles
  70. Small strain overlay to the API p-y curves for sand
  71. Boulder-soil-pile dynamic interaction
  72. Driven pile design in weak rock
  73. Effect of soil set-up during interruption of offshore pile driving
  74. Axial capacity design practice for North European wind-turbine projects
  75. Lessons learned from pile driving and monitoring in gravels on the Northstar Artificial Island
  76. Innovative design of foundations – offshore wind farm substation
  77. A preliminary experimental study on the mechanism of local scour at pile groups in steady currents
  78. Interpretation difficulties of pile set-up in sand
  79. Evolution of driving resistance during driven pile installation
  80. CPT-based pile shaft friction in calcareous sands of western Indian offshore
  81. Synthesis of pile driving data in South East Asia
  82. Case studies – predicting soil resistance to driving in South East Asia
  83. Axial capacity ageing trends of piles driven in silica sands
  84. In situ and laboratory tests in dense sand investigating the helix-to-shaft ratio of helical piles a
  85. Re-assessment of pile driveability predictions on sites offshore Nigeria
  86. Numerical implementation of soil-pile interaction models for monotonic and reversed axial loading
  87. Ultimate lateral resistance of laterally loaded piles in undrained clay
  88. Deepwater jetted piles: Numerical modeling of jetting action and axial bearing capacity
  89. Centrifuge model tests on laterally monotonic and cyclic pile-soil interaction of a tetrapod jacket
  90. Monopiles
  91. Model pile response to multi-amplitude cyclic lateral loading in cohesionless soils
  92. On the development of a hybrid foundation for offshore wind turbines
  93. Alternative p–y curve formulations for offshore wind turbines in clays
  94. Improving the lateral resistance of offshore pile foundations for deepwater application
  95. New design methods for large diameter piles under lateral loading for offshore wind applications
  96. Cyclic lateral loading of monopiles for offshore wind turbines
  97. Observed variations of monopile foundation stiffness
  98. Design of large diameter monopiles in chalk atWestermost Rough offshore wind farm
  99. Influence of vertical loads on the behavior of laterally loaded large diameter pile in sand
  100. Predicting monopile behaviour for the GodeWind offshore wind farm
  101. Evaluation of a new p–y approach for piles in sand with arbitrary dimensions
  102. Experimental trends from lateral cyclic tests of piles in sand
  103. Effect of relative pile’s stiffness on lateral pile response under loading of large eccentricity
  104. Numerical modelling of large diameter piles under lateral loading for offshore wind applications
  105. Shallow foundations
  106. Prediction and worked example for a sliding foundation on soft clay
  107. Effects of drainage on the response of a sliding subsea foundation
  108. Undrained bearing capacity of skirted mudmats on inclined seabeds
  109. Three-dimensional limit analysis of rectangular mudmat foundations
  110. Collision of double hull tanker with gravity base foundation of offshore wind turbine: case of horiz
  111. Some key aspects in geotechnical design of GBS foundations on sand
  112. A framework for the design of sliding mudmat foundations
  113. Undrained vertical bearing capacity of perforated shallow foundations
  114. Simulation of a full-scale test on a gravity base foundation for offshore wind turbines using a high
  115. System integration of direct on-seabed sliding foundations
  116. Anchoring systems
  117. Pullout capacity of plate anchors in sand for floating offshore wind turbines
  118. Centrifuge model study on pullout behavior of plate anchors in clay with linearly increasing strengt
  119. Large deformation numerical analysis of plate anchor keying process
  120. The role of partly remoulded clay in fluke and plate anchor design
  121. Numerical modeling of drag anchors of floating structures – comparison of ultimate holding cap
  122. Design and performance of suction embedded plate anchors
  123. Soil flow mechanism around deeply embedded plate anchors during monotonic and sustained uplifts
  124. Comparison between FEM analyses and full-scale tests of fluke anchor behavior in silty sand
  125. Dynamically Installed Anchors: Performance of embedded mooring chain profile in clay
  126. A review of anchor technology for floating renewable energy devices and key design considerations
  127. Numerical modelling of the SEPLA during keying process
  128. Behavior of Suction Embedded Plate Anchors with flap during keying in clay
  129. Chain configuration in sand, theory and large scale field testing
  130. Cyclic response of shallow helical anchors in a medium dense sand
  131. Numerical investigation on line tension-induced pore pressure accumulation around an embedded plate
  132. Behaviour of OMNI-Max anchors under chain loading
  133. Geohazards and integrated studies
  134. Predictions of ice scour loads from small scale tests under 1 g conditions
  135. Areas 2 and 5 offshore Mozambique: Mass-movements on a deep-water margin with scant adjacent shelf
  136. Turbidity current hazard assessment for field layout planning
  137. Bayesian mechanistic imaging of two-dimensional heterogeneous elastic media from seismic geophysical
  138. Optimization of deep-water pipeline routes in areas of geologic complexity – an example from t
  139. Understanding the element of time in probabilistic submarine slope stability analyses
  140. Effect of fines on mechanical properties of methane hydrate bearing sands
  141. Numerical analysis of submarine debris flows based on critical state soil mechanics
  142. The life cycle of geohazards within an offshore engineering development
  143. Numerical analysis of stability of seafloor slope under linear waves
  144. Offshore 1D infinite slope modeling in seismic conditions with OpenSees
  145. Numerical simulations of shallow gas migration in vicinity of platforms in offshore Malaysia: Effect
  146. Geotechnology – Converting site investigations into 3D geotechnical models
  147. Weak interlayers effects on seismic performance of a deepwater slope
  148. Integration of very-high-resolution seismic and CPTU data from a coastal area affected by shallow la
  149. Influence of gas hydrate dissociation on mechanical properties of gas hydrate-bearing sediment
  150. Soil characterisation and modelling
  151. Effect of pore pressure build-up on the seismic response of sandy deposits
  152. Potential of estimating relative density by measuring shear wave velocity in field and in laboratory
  153. Strength of a carbonate silt at the solid-fluid transition and submarine landslide run-out
  154. Results of geotechnical characterization in the laboratory of clays from offshore Mozambique
  155. Temperature effects on laboratory measured strength on deep water soft clays
  156. Procedures for estimating hysteretic foundation damping
  157. Development of nonlinear foundation springs for dynamic analysis of platforms
  158. Planning of soil investigation for GBS foundation design
  159. Characterization of in-situ effective stress profiles in clays based on piezo-cone penetration test
  160. New standards and practice of Arctic offshore soil investigation (by Russian experience)
  161. Piezocone evaluation of undrained strength in soft to firm offshore clays
  162. Idealized load composition for determination of cyclic undrained degradation of soils
  163. A new piston sampler for a remotely operated drilling system
  164. Some characteristics of carbonate sediments from NorthWest Shelf, Western Australia
  165. Predictive equations of shear wave velocity for Bay of Campeche sand
  166. Strain ε50 and stiffness ratio (εE50/Su) for Gulf of Mexico clays
  167. Suitability of Masing rules for seismic analysis of offshore carbonate sediments
  168. Simulation and experimental study of soil behaviors under principal stress rotations
  169. Strength parameters for suction anchors in a high plasticity Ghana clay
  170. The Maximum-Entropy Meshless method for dynamic and coupled analysis of offshore geotechnical proble
  171. Shear wave velocity and shear modulus in offshore clays
  172. In situ and laboratory testing
  173. Method dependency for determining maximum and minimum dry unit weights of sands
  174. Shear strength of dense to very dense Dogger Bank sand
  175. Assessment of dissipation tests in silty soils with standard and non-standard decay
  176. Stiffness degradation and damping of carbonate and silica sands
  177. Cyclic laboratory testing of chalk to improve the reliability of piled foundation design
  178. Measurement and interpretation of downhole seismic probe data for estimating shear wave velocity in
  179. The variation of the T-bar bearing capacity factor at shallow depths
  180. Weak fractured rock coring via a seafloor based drilling system – a case study
  181. Measurement uncertainty of offshore Cone Penetration Tests
  182. An instrumented sampler and its application for suction caisson design
  183. Comparison of shear modulus from SCPT, PS logging & laboratory tests of offshore Myanmar
  184. Visualizing the failure surface of a laboratory vane shear in soft clay using transparent surrogate
  185. A specialized triaxial testing technique for deep-sea pressure core sediments
  186. Numerical investigation of ball penetrometer performance in dense sand overlying uniform clay
  187. Rock-steel interface testing and considerations for gravity foundations for tidal energy generators
  188. Jack-up units
  189. The effects of jack-up installation procedures on spudcan capacity in offshore carbonate sediments
  190. A finite element study of boulder interaction with spudcans
  191. Findings of the ISSMGE jack-up leg penetration prediction event
  192. Finite element analyses of spudcan – subsea template interaction during jack-up rig installati
  193. Estimation of spudcan penetration using a probabilistic Eulerian finite element analysis
  194. Calculations of leg penetrations of heavy lift jack-up vessels in multi-layered soils
  195. Effects of consolidation during spudcan installation in carbonate silty clay: A dual approach
  196. Squeezing bearing capacity and effects of increasing strength with depth
  197. Stability assessment of A-shaped mudmats of mobile production units
  198. Linear and nonlinear foundation response in dynamic analyses of jack-up structures
  199. Comparison of coupled and decoupled approaches to spudcan-pile interaction
  200. Sinkage analysis of A-shaped jack-up mudmats using the Coupled Eulerian Lagrangian approach
  201. Mariner and Gina Krog jack-up foundation challenges
  202. A novel spudcan design for improving foundation performance
  203. Jack-up spudcan penetration analysis: Review of semi-analytical and numerical methods
  204. Design, risk and reliability
  205. A perspective on selecting design strength: Gulf of Mexico deepwater clay
  206. Reliability-based design optimization of laterally loaded monopile foundations for offshore wind tur
  207. A reliability approach to cable risk assessment
  208. Approach for the calibration of the load and resistance factors for axial pile capacity calculations
  209. Accounting for the spatial variability of soil properties in the reliability-based design of offshor
  210. Uncertainty-based characterization of piezocone and T-bar data for the Laminaria offshore site
  211. Comparison of DNV and API design codes for design of suction anchors
  212. A safety concept for penetration analyses of suction caissons in sand

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