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...
| المؤلفون الرئيسيون: | , , , |
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| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
SpringerOpen
2021-01-01
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| سلاسل: | International Journal of Geo-Engineering |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://doi.org/10.1186/s40703-020-00130-3 |