Summary
A detailed analysis of the masonry walls in barrack B-115 at Auschwitz-Birkenau reveals significant structural damage, primarily due to environmental corrosion and mechanical stress. The study identifies critical issues such as wall deformation, detachment, and extensive cracking, particularly in gable walls and connections between lateral and longitudinal walls. These findings underscore the urgent need for targeted conservation efforts that balance historical preservation with structural stability. The research employs a methodical approach to document damage types and their causes, guiding repair strategies designed to minimize intervention while ensuring visitor safety and maintaining the barrack's documentary value.
Citation
Gromysz, K., Szoblik, Ł., Drabczyk, Z., & Tanistra-Różanowska, A. (2024). Analysis of causes of damage to masonry walls in the historic barrack No. B-115 in the former KL Auschwitz II – Birkenau camp. MATEC Web of Conferences, 396, 5003. https://doi.org/10.1051/matecconf/202439605003