Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 4American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 18
... interface shear strength is about 0.5 times the average effective vertical pressure along the interface . However a very soft clay layer persists over much of the Canadian Beaufort Sea shelf . The strength of this layer is often less ...
... interface shear strength is about 0.5 times the average effective vertical pressure along the interface . However a very soft clay layer persists over much of the Canadian Beaufort Sea shelf . The strength of this layer is often less ...
Page 18
... interface shear strength is about 0.5 times the average effective vertical pressure along the interface . However a very soft clay layer persists over much of the Canadian Beaufort Sea shelf . The strength of this layer is often less ...
... interface shear strength is about 0.5 times the average effective vertical pressure along the interface . However a very soft clay layer persists over much of the Canadian Beaufort Sea shelf . The strength of this layer is often less ...
Page 280
... interface , the base and the right vertical boundary of the soil mass frictionless . soil behind are all the wall is The either loose or dense Monterey No.0 sand . At three locations at the interface , A , B , and C as shown in the ...
... interface , the base and the right vertical boundary of the soil mass frictionless . soil behind are all the wall is The either loose or dense Monterey No.0 sand . At three locations at the interface , A , B , and C as shown in the ...
Contents
Deformation of a Floating Drilling Platform Made of BuiltUp | 1 |
A Comparison Between Different Construction Methods of Ice Islands | 9 |
Spray Ice Islands for Exploration in the Canadian Beaufort | 17 |
Copyright | |
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ACIB adhesion air temperature analysis Arctic average Barents Sea bearing capacity Beaufort Sea behaviour Bjørnøya boundary calculated Canada clay cm³/cm³ coefficient Cold Regions compost compressive crack creep density deviatoric diameter displacement drilling effect elastic Ellesmere Island Engineering equation experimental failure Figure finite element finite element analysis flow fluid freezing grain heat transfer ice driving forces ice floe ice layer ice road ice sheet ice tested icebergs icebreaking increase indentation indentor insulation interface internal wave laboratory landfast ice load measured Mechanics method modulus moisture content multi-year ice observed Offshore OMAE pack ice pack ice driving parameters peak plastic plate predictions pressure ridge salinity sample sea ice sensor shear shear stress shown in Fig simulation Sinha soil specimens spray ice islands strain rate strength stress structure thermal thermosyphon uniaxial values velocity vertical volumetric strain water depths yield surface