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    Chapter and Conference Paper

    Earthquake Resistance of Caisson-Type Quay Wall Renovated by Grouting and Deepening: Geo-Centrifuge Test

    This study introduced a solution to renovate a caisson-type gravity quay wall by grouting and deepening and investigated its dynamic behavior using the geo-centrifuge test. The experiments were conducted for b...

    Anh-Dan Nguyen, Young-Sang Kim in Proceedings of the 4th International Confe… (2024)

  2. Article

    Open Access

    Finite element analysis on dynamic behavior of sheet pile quay wall dredged and improved seaside subsoil using cement deep mixing

    Sheet pile wall structures are commonly applied in coastal projects, particularly for the quay wall. This structural type normally is used in places where the ground has a low bearing capacity and is easily pe...

    Anh-Dan Nguyen, Viet-Thanh Nguyen in International Journal of Geo-Engineering (2023)

  3. Article

    Open Access

    Evaluation of erosion characteristics of soils using the pinhole test

    This paper investigates the erosion characteristics of soils using the pinhole test. The tests were conducted with two undisturbed clay samples and five disturbed sandy soil samples. Based on the pinhole test ...

    Ba Huu Dinh, Anh-Dan Nguyen, Seo-Yong Jang in International Journal of Geo-Engineering (2021)

  4. Article

    Open Access

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

    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 ...

    Anh-Dan Nguyen, Young-Sang Kim, Gyeong-O Kang in International Journal of Geo-Engineering (2021)