Seabed Mechanics: Edited Proceedings of a Symposium, sponsored jointly by the International Union of Theoretical and Applied Mechanics (IUTAM) and the International Union of Geodesy and Geophysics (IUGG), and held at the University of Newcastle upon Tyne, 5–9 September, 1983
Autor International Union of Theoretical and Applied Mechanics Editat de Bruce Dennessen Limba Engleză Hardback – 31 ian 1985
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Specificații
ISBN-13: 9780860105046
ISBN-10: 0860105040
Pagini: 282
Ilustrații: XII, 282 p. 2 illus.
Dimensiuni: 191 x 256 x 22 mm
Ediția:1984
Editura: SPRINGER NETHERLANDS
Colecția Springer
Locul publicării:Dordrecht, Netherlands
ISBN-10: 0860105040
Pagini: 282
Ilustrații: XII, 282 p. 2 illus.
Dimensiuni: 191 x 256 x 22 mm
Ediția:1984
Editura: SPRINGER NETHERLANDS
Colecția Springer
Locul publicării:Dordrecht, Netherlands
Public țintă
ResearchCuprins
I Sub-Seabed Characteristics.- Section 1 — Strength and Consolidation.- — Modelling and the Consolidation of Marine Soils.- 1 In situ Void Ratio, Strength and Overburden Pressure Anomalies in Seabed Clays.- 2 Undrained Shear Behaviour of Quasi-overconsolidated Seabed Clay Induced by Cyclic Loading.- 3 Consolidation Properties and Stress History of Some Deep Sea Sediments.- 4 Settlement and Consolidation in the Laboratory of Steadily-deposited Sediment.- Section 2 — Submarine Slopes and Sediment Testing.- — Submarine Slope Failures.- 5 Slope-stability Analysis and Creep Susceptibility of Quaternary Sediments on the Northeastern United States Continental Slope.- 6 Analysis of Slope Stability, Wilmington to Lindenkohl Canyons, US Mid-Atlantic Margin.- 7 A Device to Facilitate the Sampling and in situ Testing of Sediments.- 8 A New Technique to Identify Sea Sediments in Shallows.- II Sub-Seabed Site Investigation and Design.- Section 3 — Probes, Corers and Pore Pressure Measurement.- 9 Calculation of Stresses on Shallow Penetrometers and Footings.- 10 Measurements of Wave-induced Pore Pressure and Coefficients of Permeability of Submarine Sediments during Reversing Flow.- 11 Non-linear Finite Strain Consolidation of Soft Marine Sediments.- Section 4 — Cyclic Loading and Sub-seabed Stability.- — Liquefaction of Seabed Sediments: Triaxial Test Simulations.- 12 Wave-induced Liquefaction in Seabed Deposits of Sand.- 13 Liquefaction Prediction in the Marine Environment.- 14 Methods of Predicting the Deformation of the Seabed due to Cyclic Loading.- 15 Geotechnical Hazards Associated with Leg Penetration of Jack-up Rigs.- Appendix to Parts I and II Sub-seabed Studies Workshop.- III Sediment Transport.- Section 5 — Wave- and Current-induced Transport.- 16Wave-induced Bed Load Transport.- 17 Resuspension of Clays Under Waves.- 18 Sediment Transport due to Waves and Tidal Currents.- 19 Sediment Transport by Tidal Residual Flow in Bays.- Section 6 — Storm Impact and Forecasting.- 20 Littoral Drift Caused by Storms.- 21 Climatic Variation in the North Sea Region.- IV Sediment—Structure Interaction.- Section 7 — Influence of Wave/Current and Fluid/Sediment.- 22 Interaction Between Pipelines and the Seabed Under the Influence of Waves and Currents.- 23 Local Erosion at Vertical Piles by Waves and Currents.- 24 Grain Shape Effects on Sediment Transport with Reference to Armouring.- 25 Potential Influence of Gas-induced Erosion on Seabed Installations.- Appendix to Parts III and IV Sediment Transport Studies Workshop.- Closing Address — Delayed Consolidation of Marine Clay (Soil Mechanics from Onshore to Offshore Seabed).- List of Delegates.