Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 128
The highest rates of ground movement were less than 0.5 mm / day ( slow - extremely slow on the Varnes scale ) . ... are as follows : The most common form of observed landslide movements is sliding , either rotational or translational .
The highest rates of ground movement were less than 0.5 mm / day ( slow - extremely slow on the Varnes scale ) . ... are as follows : The most common form of observed landslide movements is sliding , either rotational or translational .
Page 158
As the landslide movements develop the pipeline undergoes lateral displacement and the lateral resistance offered by ... To evaluate the ultimate soil resistance ( R ) developed due to the lateral movement of the pipeline , use can be ...
As the landslide movements develop the pipeline undergoes lateral displacement and the lateral resistance offered by ... To evaluate the ultimate soil resistance ( R ) developed due to the lateral movement of the pipeline , use can be ...
Page 164
Free field landslide movement landslide edge movement Maximum Stress 2w ( m ) w ( m ) ( w ) ( M ) S , MPa 0.118 0.059 19.2 0.510 88 1.086 0.543 176 0.99 325 2.006 1.003 326 1.16 429 the order of 0.1 % . In practice , landslide movement ...
Free field landslide movement landslide edge movement Maximum Stress 2w ( m ) w ( m ) ( w ) ( M ) S , MPa 0.118 0.059 19.2 0.510 88 1.086 0.543 176 0.99 325 2.006 1.003 326 1.16 429 the order of 0.1 % . In practice , landslide movement ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
| Export Citation | BiBTeX EndNote RefMan |