A platform for research: civil engineering, architecture and urbanism
Abstract Due to the abrasion of the soil surface by the passing of current, wave, and flood, the shear stress generated from the flowing water may exceed the threshold value of the soil erosion resistance (sediment critical shear stress ), removing sediment such as sands and rocks from around foundations (such as piles, bridge abutments, or piers).
Abstract Due to the abrasion of the soil surface by the passing of current, wave, and flood, the shear stress generated from the flowing water may exceed the threshold value of the soil erosion resistance (sediment critical shear stress ), removing sediment such as sands and rocks from around foundations (such as piles, bridge abutments, or piers).
Scour for Pile Foundations
Jia, Junbo (author)
Soil Dynamics and Foundation Modeling ; 589-600
2017-11-28
12 pages
Article/Chapter (Book)
Electronic Resource
English
Scour Around Exposed Pile Foundations
British Library Conference Proceedings | 1999
|Scour Around Exposed Pile Foundations
British Library Conference Proceedings | 1999
|Effects of Exposed Pile Foundations on Local Pier Scour
British Library Conference Proceedings | 1995
|Effects of Exposed Pile Foundations on Local Pier Scour
British Library Conference Proceedings | 1999
|Research on Scour Monitoring Techniques for Bridge Pile Foundations
Springer Verlag | 2024
|