| Preface |
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xiii | |
| Committees |
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xv | |
| Reviewers |
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xvii | |
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A systematic approach to offshore engineering for multiple-project developments in geohazardous areas |
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3 | (30) |
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Recommended best practice for geotechnical site characterisation of cohesive offshore sediments |
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33 | (26) |
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Gulf of Guinea deepwater sediments: Geotechnical properties, design issues and installation experiences |
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59 | (28) |
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Geotechnics for subsea pipelines |
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87 | (38) |
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Axial and lateral pile design in carbonate soils |
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125 | (30) |
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New frontiers for centrifuge modelling in offshore geotechnics |
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155 | (34) |
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Risk and reliability on the frontier of offshore geotechnics |
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189 | (14) |
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2 Geohazards and gas hydrates |
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Neotectonic deformation of northwestern Australia: Implications for oil and gas development |
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203 | (6) |
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Deepwater Angola part I Geohazard mitigation |
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209 | (6) |
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Deepwater Angola Part II Geotechnical challenges |
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215 | (6) |
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Shallow gas hazard linked to worldwide delta environments |
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221 | (6) |
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Analysis of submarine flow slides in fine silty sand |
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227 | (6) |
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Hydrate dissociation around oil exploration infrastructure |
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233 | (6) |
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An investigation of past mass movement events in the West Nile Delta |
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239 | (6) |
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Deformation of seabed due to exploitation of methane hydrate reservoir |
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245 | (8) |
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3 In situ site characterisation and pore pressure measurement |
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A site investigation strategy to obtain fast-track shear strength design parameters in deep water soils |
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253 | (6) |
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Enhancement of the ball penetrometer test with pore pressure measurements |
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259 | (6) |
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Laboratory free falling penetrometer test into clay |
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265 | (6) |
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Offshore sediment overpressures: Overview of mechanisms, measurement and modeling |
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271 | (6) |
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Angolan deepwater soil conditions: GIS technology development for sediment characterization |
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277 | (6) |
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Strength measurement in very soft upper seabed sediments |
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283 | (6) |
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CPT in polar snow-preliminary observations |
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289 | (4) |
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Parametric study of a free-falling penetrometer in clay-like soils |
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293 | (6) |
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The future of deepwater site investigation: Seabed drilling technology? |
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299 | (6) |
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Mini T-bar testing at shallow penetration |
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305 | (6) |
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Piezometer installation in deepwater Norwegian Sea |
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311 | (4) |
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Luva deepwater site investigation programme and findings |
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315 | (6) |
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Investigations into novel shallow penetrometers for fine-grained soils |
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321 | (6) |
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Seabed drilling vs surface drilling-a comparison |
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327 | (8) |
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4 Soil characterisation and modelling |
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Rheological behaviour of soft clays |
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335 | (6) |
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A three-dimensional finite element study of the direct simple shear test |
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341 | (6) |
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Repeated loading and unloading of the seabed |
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347 | (6) |
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A new interpretation of the simple shear test |
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353 | (6) |
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Physical modelling of the crushing behaviour of granular materials |
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359 | (6) |
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New evidence for the origin and behaviour of deep ocean `crusts' |
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365 | (6) |
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Soil unit weight estimated from CPTu in offshore soils |
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371 | (6) |
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Strain rate dependent simple shear behaviour of deepwater sediments in offshore Angola |
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377 | (6) |
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Simplified calibration procedure for a high-cycle accumulation model based on cyclic triaxial tests on 22 sands |
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383 | (6) |
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Understanding cyclic loading behavior of soil for offshore applications |
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389 | (8) |
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Observations of shallow skirted foundations under transient and sustained uplift |
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397 | (6) |
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Numerical study of grillage foundations on sand under combined VHM loading |
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403 | (6) |
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The vertical bearing capacity of grillage foundations in sand |
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409 | (6) |
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Behaviour of skirted footings on sand overlying clay |
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415 | (6) |
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Numerical study of piping limits for suction installation of offshore skirted foundations and anchors in layered sand |
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421 | (6) |
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Shallow foundation performance in a calcareous sand |
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427 | (6) |
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A numerical study of the vertical bearing capacity of skirted foundations |
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433 | (6) |
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The effect of torsion on the sliding resistance of rectangular foundations |
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439 | (6) |
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Foundation design challenges of the MCR-A skirted gravity platform |
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445 | (6) |
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Constructing breakwater with prefabricated caissons on soft clay |
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451 | (8) |
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Simplified analysis of laterally loaded pile groups |
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459 | (6) |
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Behavior of piles under combined lateral and axial loading |
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465 | (6) |
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Investigations on the behavior of large diameter piles under cyclic lateral loading |
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471 | (6) |
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BP Clair phase 1-Pile driveability and capacity in extremely hard till |
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477 | (6) |
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Photoelastic investigation into plugging of open ended piles |
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483 | (6) |
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Soil-pile interaction during extrusion of an initially deformed pile |
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489 | (6) |
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BP Clair phase 1-Geotechnical assurance of driven piled foundations in extremely hard till |
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495 | (6) |
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Pile driving experiences in Persian Gulf calcareous sands |
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501 | (6) |
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FLAC3D analysis on soil moving through piles |
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507 | (6) |
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Cyclic loading of barrettes in soft calcareous rock using Osterberg cells |
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513 | (6) |
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Shaft capacity of drilled and grouted piles in calcareous sandstone |
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519 | (6) |
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Numerical analysis of mudmat contribution to capacity of piled offshore platforms |
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525 | (6) |
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Simplified numerical model for analysis of offshore piles under cyclic lateral loading |
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531 | (6) |
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Centrifuge modelling of rapid load tests with piles in silt and sand |
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537 | (6) |
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Field measurements on monopile Dolphins |
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543 | (6) |
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Behaviour of driven tubular steel piles in calcarenite for a marine jetty in Fujairah, United Arab Emirates |
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549 | (6) |
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CPT-Based design method for axial capacity of offshore piles in clays |
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555 | (8) |
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7 Foundations for renewable energy |
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Evaluation of pile capacity approaches with respect to piles for wind energy foundations in the North Sea |
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563 | (6) |
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Installation of suction caissons for offshore renewable energy structures |
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569 | (6) |
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Lateral behaviour of large diameter monopiles at Sheringham Shoal Wind Farm |
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575 | (6) |
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Centrifuge modelling of offshore monopile foundation |
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581 | (6) |
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Gravity based foundations for the Rødsand 2 offshore wind farm, Denmark |
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587 | (6) |
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Geotechnics for developing offshore renewable energy in the US |
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593 | (6) |
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Engineering issues for fixed offshore wind turbines on Lake Michigan Mid Lake Plateau, USA |
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599 | (6) |
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Centrifuge model tests on piled footings in clay for offshore wind turbines |
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605 | (6) |
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Design of monopile foundations in sand for offshore windfarms |
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611 | (6) |
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Experimental evaluation of backfill in scour holes around offshore monopiles |
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617 | (6) |
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An investigation of the use of a bearing plate to enhance the lateral capacity of monopile foundations |
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623 | (6) |
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Optimizing site investigations and pile design for wind farms using geostatistical methods: A case study |
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629 | (6) |
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Towards the FE prediction of permanent deformations of offshore wind power plant foundations using a high-cycle accumulation model |
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635 | (6) |
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Cyclic accumulation effects at foundations for offshore wind turbines |
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641 | (1) |
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Cyclic accumulation effects at foundations for offshore wind turbines |
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641 | (6) |
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Study on soil-structure interaction of suction caisson by large-scale model tests |
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647 | (8) |
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Simplified VH equations for foundation punch-through sand into clay |
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655 | (6) |
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Characterisation of undrained shear streng using statistical methods |
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661 | (6) |
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Centrifuge modelling of spudcan deep penetration in multi-layered soils |
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667 | (6) |
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A probabilistic approach to the prediction of spudcan penetration of jack-up units |
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673 | (6) |
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An assessment of jackup spudcan extraction |
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679 | (6) |
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3D FE analysis of the installation process of spudcan foundations |
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685 | (6) |
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Undrained bearing capacity of deeply embedded foundations under general loading |
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691 | (8) |
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Trajectory prediction for drag embedment anchors under out of plane loading |
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699 | (6) |
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Setup following keying of plate anchors assessed through centrifuge tests in kaolin clay |
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705 | (6) |
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Seismically-induced displacements of a suction caisson in soft clay |
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711 | (6) |
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SEPLA keying prediction method based on full-scale offshore tests |
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717 | (6) |
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Set-up of suction piles in deepwater Gulf of Guinea clays |
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723 | (6) |
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Centrifuge testing of suction piles in deepwater Nigeria clay-Effect of stiffeners and set-up time |
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729 | (6) |
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Numerical FEM and laboratory study of the bearing capacity factor Nc for plate anchors |
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735 | (6) |
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Caisson capacity in clay: VHM resistance envelope-Part 2: VHM envelope equation and design procedures |
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741 | (6) |
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Installation and in-place assessment of drag anchors in carbonate soil |
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747 | (6) |
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Caisson capacity in clay: VHM resistance envelope-Part 1: 3D FEM numerical study |
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753 | (6) |
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Numerical investigation of the behaviour of suction caissons in structured clays |
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759 | (6) |
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Cyclic moment loading of suction caissons in sand |
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765 | (8) |
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Multidirectional analysis of pipeline-soil interaction in clay |
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773 | (6) |
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Geotechnical challenges for deepwater pipeline design-SAFEBUCK JIP |
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779 | (6) |
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Large deformation finite element analysis of vertical penetration of pipelines in seabed |
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785 | (6) |
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Implementation of geotechnical techniques in the analysis of pipeline response |
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791 | (6) |
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Lateral soil resistance to an untrenched pipeline under the action of ocean currents |
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797 | (6) |
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Vertical cyclic testing of model steel catenary riser at large scale |
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803 | (6) |
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Kupe gas project pipeline-optimisation of discrete rock berm design shore approach |
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809 | (6) |
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Model test studies on soil restraint to pipelines buried in sand |
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815 | (6) |
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Pipe-soil interaction on clay with a variable shear strength profile |
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821 | (6) |
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Sweeping behaviour of shallowly-embedded pipeline during cyclic lateral movement |
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827 | (6) |
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Advanced nonlinear hysteretic seabed model for dynamic fatigue analysis of steel catenary risers |
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833 | (6) |
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Mobilization distance in uplift resistance modeling of pipelines |
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839 | (6) |
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Theoretical, numerical and field studies of offshore pipeline sleeper crossings |
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845 | (6) |
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Observations of pipe-soil response from the first deep water deployment of the SMARTPIPE® |
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851 | (8) |
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11 Trenching, ploughing, excavation and burial |
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Influence of object geometry on penetration into the seabed |
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859 | (6) |
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Investigation into the effect of forecutters on plough performance |
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865 | (6) |
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State-of-the-art jet trenching analysis in stiff clays |
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871 | (6) |
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Numerical modelling of soil around offshore pipeline plough shares |
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877 | (6) |
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Anchor-chain-rockfill-soil interaction: Evolution of design methods |
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883 | (6) |
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Development of a jet trenching model in sand |
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889 | (8) |
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Structural factors affecting the system capacity of jacket pile foundations |
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897 | (6) |
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The new API Recommended Practice for Geotechnical Engineering: RP 2GEO |
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903 | (6) |
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Comparison of ISO 19901-2 and API RP 2A seismic design criteria for a site in the Caspian Sea, Turkmenistan |
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909 | (6) |
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Offshore geotechnics-safe and sustainable |
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915 | (6) |
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| Author Index |
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921 | |
Daugiau apie elektronines knygas