Abstract
The current models that have been published to date only allow for homogeneous soil at the tunnel face. This paper presents a real-life face stability model to determine the minimal pressure needed at the tunnel face for a large shield-driven tunnel in heterogeneous soft soils. It is found that the influence of multilayered soil boundaries is significant, especially for the mixed-layer (e.g., sand and clay) soils. The suggested M-M model is developed by considering the influence of the heterogeneity of the soil on the angle of slip and the minimal support pressure. Comparisons of the solutions in mixed-layer soils are conducted, and the effects of the involved parameters for a large, multilayered, shield-driven tunnel are also investigated.
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Hu, X., Zhang, Z. & Kieffer, S. A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils. Front. Struct. Civ. Eng. 6, 176–187 (2012). https://doi.org/10.1007/s11709-012-0149-7
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DOI: https://doi.org/10.1007/s11709-012-0149-7