TEKNE Engineering

The tests were carried out by gradually varying the amount of load applied to the structure, both in the increase and decrease phases, until the test load was reached, in agreement with the Client. Ciclo Fase Carico [t) Azzeramento o 1° Ciclo Precarico 30 Azzeramento o 1° Step di Carico 20 2• Step di Carico 40 2° Ciclo 3° Step di Carico 60 4° Step di Carico 80 5° Step di Carico 100 100 90 80 70 ~ 60 0 -~ 50 '" u 40 30 20 10 o Curva Carico-Spostamento Breasting Dolphin E1-2 - Ormeggio 4 - Molo2 --stazione Totale ---Stazione GPS O 10 20 30 40 50 60 70 80 90 100110120130140150 Spostamento [cm] EachBreasting Dolphin was subjected to two loading and unloading cycles. The first cycle was necessary to stabilize the structure-soil system. The second cycle allowed usto obtain the load-displacement curve and analyze the behavior of the structure-soil system. © 2025 TEKNEENGINEERING