State-of-the-Art of Designing and Constructing Berm Breakwaters

Autor: Burcharth, Hans Falk, Hedar, P. A., Ouemeraci, H., Martinez, A., Hamer, B. A., Lamberti, A., Anglin, C.D., van Gent, Marcel, Gilman, P.E Peratrovich, J.F., van Impe, J., MachIntosh, K.J, Medina, Josep, Nayak, B.U., Oumeraci, H., Poonawala, I.Z., Sigurdarson, Sigurdur, Sloth, Peter, Takahashi, S., Archetti, R.

Publikováno v: Burcharth, H F, Hedar, P A, Ouemeraci, H, Martinez, A, Hamer, B A, Lamberti, A, Anglin, C D, van Gent, M, Gilman, P.E Peratrovich, J F, van Impe, J, MachIntosh, K J, Medina, J, Nayak, B U, Oumeraci, H, Poonawala, I Z, Sigurdarson, S, Sloth, P, Takahashi, S & Archetti, R 2003, State-of-the-Art of Designing and Constructing Berm Breakwaters . PIANC General Secretariat, Brussels .

Berm breakwaters are different from ordinary rubble mound breakwaters. A conventional rubble mound breakwater is required to be almost statically stable for the design wave conditions, while the berm breakwater has traditionally been allowed to resha

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::cb6b047e72ae5aab81a71164fe37e55b
https://vbn.aau.dk/da/publications/08bb7180-a86b-11da-8341-000ea68e967b