Alireza Kalantar
Excavation face stability analysis of deep and circular tunnels in soils and rock masses.
Rel. Pierpaolo Oreste. Politecnico di Torino, Corso di laurea magistrale in Petroleum And Mining Engineering (Ingegneria Del Petrolio E Mineraria), 2023
Abstract
The construction of tunnels has been instrumental in advancing infrastructure and improving transportation and communication systems. However, the stability of the excavation face presents a significant challenge in tunnel excavation. The excavation face, which separates the rock or soil mass from the tunnel support structure, is crucial for ensuring the safety and durability of the tunnel, particularly as tunnel depths increase. Numerical modelling plays a crucial role in assessing and predicting tunnel face stability. By simulating the complex interactions between the excavation face, surrounding rock or soil, and support systems, numerical models provide valuable insights into the behaviour and stability of the tunnel face.
These models enable engineers to analyze various scenarios, evaluate the impact of different parameters, and make informed decisions regarding the design and construction of tunnels
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