Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 271
16 From Lower Side / Bottom : Mainly Squeezed Sediments Examples of soil strength profiles . ... Generally , the sediments can be divided into three main layers : Upper side Lower side Lower side Upper side Berm Bottom Berm Soft clay on ...
16 From Lower Side / Bottom : Mainly Squeezed Sediments Examples of soil strength profiles . ... Generally , the sediments can be divided into three main layers : Upper side Lower side Lower side Upper side Berm Bottom Berm Soft clay on ...
Page 41
For the flow visualization , a two - colour dye technique was employed ; red dye was injected directly into the upper boundary layer of the cylinder and green into the lower one . This technique made it possible to mark the oppositely ...
For the flow visualization , a two - colour dye technique was employed ; red dye was injected directly into the upper boundary layer of the cylinder and green into the lower one . This technique made it possible to mark the oppositely ...
Page 31
The length of the nth wirerope , if it is in with respect to the same coordinate frame . tension , is equal to 1 : The two triangles are connected by the six elastic wires , ( AD , BD , BE , The force acting on the lower platform ...
The length of the nth wirerope , if it is in with respect to the same coordinate frame . tension , is equal to 1 : The two triangles are connected by the six elastic wires , ( AD , BD , BE , The force acting on the lower platform ...
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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Common terms and phrases
analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |