AT. 



20 ft/sec 



10' ((> 



30' 



seaf loor 



VI- 



Figure 19. Configuration of sample problem. 



Remolded strength, c (psf) 

 100 200 ^ 300 



20.0 



Figure 20. Typical remolded shear strength profile for cohesive seaf loor 

 soils . 



57 



