stručni rad

Cellar perform underneath an existing wall

Krešo Ivandić

Sažetak

The following paper shows a solution of an underground level perform underneath a existing wall. It was necessary to preserve the original look of the perimeter walls due to the great significance of their historical value. The following document also presents the results of the lead numerical analysis, which had the purpose to corroborate the permissible width of the ring considering the soil failure and the permissible deformations.

Ključne riječi

Numerical analysisbearing capacitydeformation