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Keywords: critical shear stress
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Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-555
... relationship. Through the above investigation, it was suggested that difficult to evaluate the washout of clay from sand particles only by evaluating critical shear stress. KEY WORDS: Sediment transport; suspended load; cohesive sediment; Washout effect; Topographic change; Mixed sediment; Experimental study...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-340
..., there were very few studies of applicability of BOS-treated marine clay and was no evaluation for the strength development with respect to various curing times and hydraulic resistance property of stabilized marine clay. critical shear stress drilling fluids and materials bostreated clay equation...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-513
... ABSTRACT The compaction condition, effect of relative density, was the dominant factor affecting the erosion property than ground depth, effect of pre-consolidation pressure. It was shown that the behavior of critical shear stress with the relative density and pre-consolidation pressure...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-415
... and consolidation. These studies were mainly based on measurements of acoustic backscatter and flow velocities in the first meter above bed. Recently, Sahin et. al. (in review) further analyzed and quantified the process (critical shear stress for erosion, bed and suspended sediment evolution- bottom stress...
Proceedings Papers

Paper presented at the The Nineteenth International Offshore and Polar Engineering Conference, July 21–26, 2009
Paper Number: ISOPE-I-09-199
... experiment erosion depth remolded sample center line critical shear stress shear stress Erosion Mechanisms of Cohesive Bed and Bank Materials Trong Vinh Bui, Ichiro Deguchi, Mamoru Arita Department of Civil Engineering, Graduate School of Engineering, Osaka University. Suita City, Osaka, Japan...

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