Modeling of Landslide–Tunnel Interaction: the Varco d’Izzo Case Study

• Published in: Geotechnical and geological engineering 2019-12, Vol.37 (6), p.5507-5531
• Main Authors: Vassallo, Roberto, Mishra, Mayank, Santarsiero, Giuseppe, Masi, Angelo
• Format: Article
• Language: English
• Subjects: Case studies; Civil Engineering; Clay; Clay soils; Company structure; Computer simulation; Conditioning; Earth and Environmental Science; Earth Sciences; Expansion joints; Geotechnical Engineering & Applied Earth Sciences; Hydrogeology; Joints (timber); Landslides; Longitude; Mathematical models; Modelling; Mountain regions; Mountainous areas; Numerical models; Organizations; Original Paper; Piles; Railway tunnels; Shear strength; Sheet piles; Slip; Soil; Structural models; Terrestrial Pollution; Three dimensional models; Tunnel construction; Tunnel linings; Tunnels; Two dimensional models; Waste Management/Waste Technology
• ISSN: 0960-3182; 1573-1529
• DOI: 10.1007/s10706-019-01020-x

This paper reports a case study of the interaction between a slow-moving landslide in clay soil and a railway tunnel protected by sheet pile walls, that crosses the landslide accumulation. The earthflow, that develops in the Southern Apennines, Italy, has been long studied and monitored by different organizations, such as the national railway company and the University of Basilicata. Since the investigated landslide and construction typologies are quite diffused in mountainous areas, the case study can be considered representative of a large number of other similar cases. Differently from other approaches proposed in the literature, the role of the landslide slip surface depth, changing in the directions longitudinal and transversal to the tunnel, and of structural connections, affecting the pile–tunnel system response, are accounted for in detail. Several numerical models are used to simulate the interaction between the sliding soil and tunnel. Different 2D and 3D geotechnical and structural models are adopted to reproduce stress–strain scenarios compatible with the experimental evidence. The modeling results indicate that the interaction varies considerably along the tunnel length because of the 3D geometry of the landslide, and is conditioned by the residual shear strength available on the slip surface. The expansion joints in the tunnel lining only marginally influence the stress in the structure because of the presence of the adjacent sheet pile walls, which enable considerable collaboration between the tunnel sectors.