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Professional paper

Trogir waterfront reconstruction

Jure Radnić
Ivo Barbalić

Fulltext: croatian, pdf (568 KB) pages 717-721 downloads: 1.219* cite
APA 6th Edition
Radnić, J. & Barbalić, I. (2002). Obnova Trogirske obale. Građevinar, 54 (12.), 717-721. Retrieved from
MLA 8th Edition
Radnić, Jure and Ivo Barbalić. "Obnova Trogirske obale." Građevinar, vol. 54, no. 12., 2002, pp. 717-721. Accessed 20 Jan. 2021.
Chicago 17th Edition
Radnić, Jure and Ivo Barbalić. "Obnova Trogirske obale." Građevinar 54, no. 12. (2002): 717-721.
Radnić, J., and Barbalić, I. (2002). 'Obnova Trogirske obale', Građevinar, 54(12.), pp. 717-721. Available at: (Accessed 20 January 2021)
Radnić J, Barbalić I. Obnova Trogirske obale. Građevinar [Internet]. 2002 [cited 2021 January 20];54(12.):717-721. Available from:
J. Radnić and I. Barbalić, "Obnova Trogirske obale", Građevinar, vol.54, no. 12., pp. 717-721, 2002. [Online]. Available: [Accessed: 20 January 2021]

The solution for the Trogir waterfront starting at the bridge and spreading towards Čiovo until the Kamerlengo tower, is described in the paper. The new waterfront wall, built out of prefabricated lightened concrete elements, has shallow foundations made of rip rap 50 to 150 cm in thickness. Considering the significance of the investment and technical complexity of the project four alternative solutions were prepared, two of which for rehabilitation of the existing waterfront and two for construction of the completely new waterfront. The solution involving construction of the new waterfront was finally adopted.

Trogir frontline; rehabilitation; project; realization; waterfront wall; foundations; precompression

Hrčak ID: 11314



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