Learning from a Well-documented Geotechnical Cold Case: The Two Towers of Bologna, Italy

ABSTRACT

The Garisenda Tower and the Asinelli Tower, also widely known as the Two Towers, are the best preserved and famous medieval towers in the city of Bologna (Northern Italy). Standing one close to the other, right in the heart of the city centre, the Two Towers are delicate remains of the old towered city, which counted more than 75 towers in the 12^th century.

The foundations of historic towers and the surrounding soil often hide major hazards for the long-term preservation of these heritage structures. The initial fundamental step to this aim is indeed a deep understanding of their original conception, foundations and subsoil. However, the idea that also such elements are an integral part of the overall structure, and thus subjected to the same conservation rules, is relatively new. The present paper outlines the investigation criteria applied to the soil-foundation systems of the Two Towers of Bologna and describes the authenticity of their characteristics, through the interpretation of new experimental data and the analysis of historical documents. A geotechnical perspective on this type of monuments turns out to be crucial in order to effectively understand the soil-structure interaction mechanisms, which govern their safety conditions over time. This study also aims to better understand the reasons why the Two Towers of Bologna, despite their numerous similarities, have reached completely different structural configurations.

The methodology described to investigate this case study, which required the integration of several aspects, can be usefully applied to any historic tower.

KEYWORDS:

• Bologna
• foundations
• heritage structures
• preservation
• tower stability

Acknowledgments

Part of the activities presented in the paper were funded by a research grant of the Bologna Municipality (Comune di Bologna), herein gratefully acknowledged.

Disclosure statement

No potential conflict of interest was reported by the author(s).