Dynamic Wave-Induced Settlement Behavior of a Caisson Breakwater Built on a Sandy Seabed
Monitored breakwater settlements taken from an actual breakwater structure over an extended period of time (more than five years) were analyzed. The analysis revealed that the waves clearly affect the settlement of the breakwater, especially during high wave conditions such as typhoons. Breakwater s...
Saved in:
Main Authors: | Gichun Kang, Tae-Hyung Kim, Jiseong Kim, Seong-Kyu Yun |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/5554530 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Wave dissipation performance of breakwater
by: Hu Yufan
Published: (2025-01-01) -
Characteristics of Wave Reflection for Vertical and Slit Caissons with Porous Structures
by: Tae-Hwa Jung, et al.
Published: (2012-01-01) -
Correction: Enhanced wave overtopping simulation at vertical breakwaters using machine learning algorithms.
by: PLOS One Staff
Published: (2025-01-01) -
Numerical Study on the Behavior of Square Stiffened Caissons Penetrating into Normally Consolidated Clay
by: Wei Liu, et al.
Published: (2021-01-01) -
Investigations on Free Span Rectification for a Submarine Pipeline on Sand Wave Seabeds
by: Xing Zou, et al.
Published: (2025-01-01)