Tehničko veleučilište u Zagrebu · Zagreb

Cellar perform underneath an existing wall

stručni rad

stručni rad

Cellar perform underneath an existing wall

Vrsta prilog sa skupa (u zborniku)
Tip stručni rad
Godina 2003
Nadređena publikacija Reconstruction of Historical Cities and Geotechnical Engineering, Preservation of Historical monuments on soft soils
Status objavljeno

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 analysis; bearing capacity; deformation