Paper contribution

Risk mitigation in deep excavations affected by Lava-baked Paleosols

Proceedings
EUROCK 2026
Pages
1447-1452
Submitted
28 January 2026
Accepted
15 June 2026
Published
12 August 2026

Summary

Abstract

Deep excavations are traditionally designed based on ground conditions, geomorphological and hydrogeological framework, geometry and construction techniques. In this paper, the authors present a risk mitigation strategy to improve safety during construction of a typical deep excavation through retaining system in a geologically unconventional context. The project is located in the proximity of Catania, in the volcanic geological district of M. Etna and, specifically, in the synthem unit of “Supersintema Stratovulcano”. The local stratigraphy is characterized by a shallow basaltic layer 12-16m thick, mainly consisting of lava flows and pyroclastic fall deposits, overlying a variable (1.5-4.0m) layer of Paleosols altered by lava flows and a sub-stratum of Quaternary marine clay deposit. The unconventional order of this lithostratigraphy lies in the significative decrease of stiffness between the upper layer, characterized by competent geomechanical properties, and the underlying layers, which present average to weak geotechnical properties. The retaining structure consists of a multi-anchored micropile wall. The project excavation height is 21.0m, intersecting all three geotechnical units. The retaining system stiffness and deformative response is sensitive to the variability of Paleosols thickness and depth. The response of the retaining wall to the several excavations stages is modelled through a numerical 2D analysis. The study investigates how the thickness of Paleosols altered by lava flows influences the behavior of retaining walls. Multiple scenarios are analysed, accounting for the variability of the thickness of Lava-Baked Paleosols due to geomorphological conditions, eruption sequence and volcanic history. The results support the definition of a predictive model which consents identifying attention and alarm thresholds for specific excavation stages. The integration of sensitivity analyses into the design of the monitoring system enables the early identification of potential risks, associated with shallower layers of Lava-Baked Paleosols, allowing for mitigative measures to prevent critical conditions.

Contributors

Authors

  1. Tommaso Ragazzo F&M Ingegneria SpA, Italy
  2. Tommaso Tassi F&M Ingegneria SpA, Italy
  3. Pietro Zanetti F&M Ingegneria SpA, Italy ORCID 0009-0003-0188-0492

Index terms

Keywords

Full text

Attachments

Works cited

References

  1. Zhang R, Wu Z, Yan K, Li X, Liu Y, Goh A T C, Sun W (2025) Wall deflection prediction for braced excavations in soft clay overlying stiff soil.Intelligent Transportation Infrastructure
  2. Chua TS, Marican SS, Kok TW, Tani K (2006) Critical Levels for Monitoring of Ground Anchor System for Deep Excavation Project. International Conference on Deep Excavations, Singapore
  3. Ruggeri P, Senigagliesi M, Alesani P, FruzzettiVME (2024) Monitoring pile construction impact near sheet pile quay walls: Some remarks.Università Politecnica delle Marche, ECSMGE
  4. Branca S, Coltelli M, Groppelli G (2011)Geologicalevolution of a complexbasalticstratovolcano: Mount Etna, Italy. Società Geologica Italiana, Roma
  5. Lanzafame G, Giacomoni PP, Casetta F, Mancini L, Iezzi G, Coltorti M, Ferlito C (2022) Degassing, Crystallization and Rheology of Hawaiitic Lava Flows: the Case of the 1669 AD Eruption of Mount Etna (Italy). Journal of Petrology, Volume 63, Issue 12
  6. Carbone S, Lentini F, Branca S, ISPRA (2010) Note Illustrative della Carta Geologica d’Italia, foglio 633, Paternò
  7. PLAXIS 2D 2025.1(2025)Material Models Manual 2D, Bentley