Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 383
... soil temperature , for the piles in saline soils were found to be significantly higher than the creep rates reported containing fresh water . NOMENCLATURE ppt for = salt content in parts per thousand INTRODUCTION soils The design and ...
... soil temperature , for the piles in saline soils were found to be significantly higher than the creep rates reported containing fresh water . NOMENCLATURE ppt for = salt content in parts per thousand INTRODUCTION soils The design and ...
Page 385
... soil in each barrel was thawed and remixed with make - up water needed as maintain the 30 % water contents of the fresh and salt water soil mixtures . The piles were then reinserted in a manner similar to that described above . SHEAR SOIL ...
... soil in each barrel was thawed and remixed with make - up water needed as maintain the 30 % water contents of the fresh and salt water soil mixtures . The piles were then reinserted in a manner similar to that described above . SHEAR SOIL ...
Page 389
... soil reactive pressures was fair . This method of analyzing creep behaviour of a laterally loaded pile appears to be promising . INTRODUCTION The analysis of laterally loaded piles in frozen soil is often required in the design of cold ...
... soil reactive pressures was fair . This method of analyzing creep behaviour of a laterally loaded pile appears to be promising . INTRODUCTION The analysis of laterally loaded piles in frozen soil is often required in the design of cold ...
Contents
ICEENVIRONMENT STATISTICS | 1 |
Characteristics of Newly Formed Ice Gouges in the Beaufort Sea Alaska | 15 |
Probabilistic Modeling of Material Strength | 21 |
Copyright | |
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analysis angle Arctic Arctic/Polar Technology ASME beam Beaufort Sea berm calculated Canada Cold Regions comparison component condenser conducted cone conical structures crack Croasdale deflection density depth discrete element method displacement drag drag coefficient dynamic effect elastic Engineering equation evaporator experimental finite element flexural floe flow fluid form drag fracture toughness frequency friction coefficient glacier heat flux heat transfer ice cover Ice Forces ice loads ice plates ice rubble ice sheet ice thickness impact indentation indentor keel Laboratory layer length linear maximum measured forces mode offshore structure OMAE panels parameters permafrost plane strain Plastic Plastic Analysis plotted predictions ratio Ride-Up ridge rubble field scale scour sea ice sensors shear shown in Figure simulation soil solution spectral density spray ice stress surface Technology ASME 1992 temperature test data thaw thaw depth thermal Thermistor thermosyphon tube values velocity vertical