Experimental study of scour characteristics and scour hole dimensions in consolidated silt sediment under a current
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference35 articles.
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3. Three-dimensional scour hole model and scour effects on the ultimate capacity of lateral loaded rigid piles;Chen;Appl. Ocean Res.,2022
4. Effects of seabed geotechnical properties on scour mechanism at the pile in non-cohesive soils: experimental study;Chen;Ocean Eng.,2022
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