IF articles

Summary - The present study—derived from the official design calculation report—aims to complement, specifically on the structural and geostructural analysis front, the broader multidisciplinary overview already published in [1][2]. The landslide lies on the uphill side of the Treviso–Calalzo railway line (see Fig. 1). With this further contribution, the same authors of [1] [2] intend to present a complete computational methodology applicable to high-risk slope landslides. This methodology was developed step-by-step for the specific case under examination and is characterized by a high degree of generality, making it usable also for analogous cases in terms of causal analysis (driving mechanisms) and effect prediction. The structural system documented herein has been built and tested, and has received the approval of all professionals involved as well as of the client, RFI. This is primarily due to the fact that deformation monitoring performed after completion of the works has experimentally demonstrated the substantial cessation of the long-lasting phase of significant elasto-plastic deformations.

https://www.medra.org/servlet/view?lang=it&doi=10.57597/IF.12.2025.ART.1