Numerical analysis of static behavior of caisson-type quay wall deepened by grouting rubble-mound

Numerical analysis of static behavior of caisson-type quay wall deepened by grouting rubble-mound

Abstract Caisson type gravity quay wall is a common structure used in the coastal regions. However, many of the existing quay walls constructed in the past are becoming obsolete. Therefore, the main goal of this study is to enhance the performance of these quay walls by increasing the front water de...

Bibliografski detalji
Glavni autori:	Anh-Dan Nguyen, Young-Sang Kim, Gyeong-O Kang, Hui-Jin Kim
Format:	Članak
Jezik:	English
Izdano:	SpringerOpen 2021-01-01
Serija:	International Journal of Geo-Engineering
Teme:	Caisson type quay wall Deepening Front water depth Grouted rubble Upgraded quay wall
Online pristup:	https://doi.org/10.1186/s40703-020-00130-3

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