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...

Detaylı Bibliyografya
Asıl Yazarlar:	Anh-Dan Nguyen, Young-Sang Kim, Gyeong-O Kang, Hui-Jin Kim
Materyal Türü:	Makale
Dil:	English
Baskı/Yayın Bilgisi:	SpringerOpen 2021-01-01
Seri Bilgileri:	International Journal of Geo-Engineering
Konular:	Caisson type quay wall Deepening Front water depth Grouted rubble Upgraded quay wall
Online Erişim:	https://doi.org/10.1186/s40703-020-00130-3

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