## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 185

The numbers presented in Figure 5 show several important trends :

The numbers presented in Figure 5 show several important trends :

**DEPTH**OF LOWER LARGE STRAIN ZONE IN STIFF SOIL SOFT SOIL There is little potential for subscour disturbance in sand as indicated by the high values of R ( R > 20 ) .Page 186

Generate Input Hot K Increment I and h 172 Calculate d , and Angle of Movement where : ds Calculate Load , P N , W ' , and Fo Passive Pressure Module =

Generate Input Hot K Increment I and h 172 Calculate d , and Angle of Movement where : ds Calculate Load , P N , W ' , and Fo Passive Pressure Module =

**DEPTH**OF SCOUR l = LENGTH OF SCOUR s - SLOPE ( GRADIENTI EK = KINETIC ENERGY OF BERG ...Page 187

At this point the scour

At this point the scour

**depth**is 2 m , the**depth**at which the soil becomes stiffer , Por 2 km after this point the simulated ice feature uplifts at a greater rate than the real feature . The real and simulated scour tracks converge ...### What people are saying - Write a review

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addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range ratio reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld