Autor: prof. ing. Popa Elena – Carmen
Colegiul Tehnic “Anghel Saligny” Bacău
The choice of the construction method depends mostly of the location of the bridge and its surroundings. Studying the ground conditions of our case, suitable method can be chosen, trying to minimize the costs and the time needed.
In fact, as it can be seen from ﬁgure 1, we have mostly ground and a very low level of the water on the left of the ﬁrst pylon. Thus, there, the use of temporary supports could be economically viable.
Instead, for what regards the other two spans, the level of the water is higher, thus, building provisional support could be expensive and consequently a cantilever method would be preferable.
Therefore the proposed solution will be: Continuarea