Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 219
IN SITU VANE STRENGTH AND SHEAR MODULUS COMPARED WITH CORE MEASUREMENTS FOR DEEP AND SHALLOW WATER SEDIMENTS R. M. Wyland Naval Post Graduate School Monterey , California A. J. Silva Department of Ocean Engineering University of Rhode ...
IN SITU VANE STRENGTH AND SHEAR MODULUS COMPARED WITH CORE MEASUREMENTS FOR DEEP AND SHALLOW WATER SEDIMENTS R. M. Wyland Naval Post Graduate School Monterey , California A. J. Silva Department of Ocean Engineering University of Rhode ...
Page 220
surface to be sheared . The evaluation of vane shear data is done by converting the torque on the vane in blade to shear stress in the sedinent . There are several assumptions made in derivation of the expression resulting in shear ...
surface to be sheared . The evaluation of vane shear data is done by converting the torque on the vane in blade to shear stress in the sedinent . There are several assumptions made in derivation of the expression resulting in shear ...
Page 224
However , the values of the NCP site moduli from the two methods , vane shear and UU , are similar enough to suggest that moduli obtained by the vane shear may be representative of the actual . The RIS in situ data is not reliable ...
However , the values of the NCP site moduli from the two methods , vane shear and UU , are similar enough to suggest that moduli obtained by the vane shear may be representative of the actual . The RIS in situ data is not reliable ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |