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Methodology for assessing breakwater riprap condition

Marko Pršić ; Građevinski fakultet Zagreb
Eva Ocvirk ; Građevinski fakultet Zagreb
Duška Kunštek ; Građevinski fakultet Zagreb

Puni tekst: hrvatski, pdf (770 KB) str. 641-649 preuzimanja: 512* citiraj
APA 6th Edition
Pršić, M., Ocvirk, E. i Kunštek, D. (2011). Metodologija ocjene stanja kamene zaštite lukobrana. Građevinar, 63 (07.), 641-649. Preuzeto s
MLA 8th Edition
Pršić, Marko, et al. "Metodologija ocjene stanja kamene zaštite lukobrana." Građevinar, vol. 63, br. 07., 2011, str. 641-649. Citirano 24.09.2020.
Chicago 17th Edition
Pršić, Marko, Eva Ocvirk i Duška Kunštek. "Metodologija ocjene stanja kamene zaštite lukobrana." Građevinar 63, br. 07. (2011): 641-649.
Pršić, M., Ocvirk, E., i Kunštek, D. (2011). 'Metodologija ocjene stanja kamene zaštite lukobrana', Građevinar, 63(07.), str. 641-649. Preuzeto s: (Datum pristupa: 24.09.2020.)
Pršić M, Ocvirk E, Kunštek D. Metodologija ocjene stanja kamene zaštite lukobrana. Građevinar [Internet]. 2011 [pristupljeno 24.09.2020.];63(07.):641-649. Dostupno na:
M. Pršić, E. Ocvirk i D. Kunštek, "Metodologija ocjene stanja kamene zaštite lukobrana", Građevinar, vol.63, br. 07., str. 641-649, 2011. [Online]. Dostupno na: [Citirano: 24.09.2020.]

The testing conducted to determine condition of riprap at Kaše breakwater, which has been protecting Dubrovnik port against wave action through many centuries, is described. The breakwater is damaged and has to be remedied. In addition to inspection of riprap condition, the wave climate in front of the breakwater was also analyzed. The breakwater condition as related to design state was defined based on the long-term wave climate information. It was concluded that riprap must either be replaced or strengthened by adding bigger stone blocks along the entire slope.

Ključne riječi
Kaše; port of Dubrovnik; stone (riprap) protection; testing; wave climate

Hrčak ID: 71374



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