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Abstract In deep-buried tunnels, surrounding rock acts as both a load source and load-bearing structure via the internal load-bearing zone, whose three-dimensional (3D) evolution governs support design and tunnel long-term stability. This study investigates the 3D spatial effects of the load-bearing zone, which are governed by the stress release coefficient.
Download Hi-Res ImageDownload to MS-PowerPointCite This:J. Chem. Inf. Model. 2024, XXXX, XXX Terms & Conditions Most electronic Supporting Information files are available without a subscription to ACS Web Editions. Such files may be downloaded by article for research use (if there is a public use license linked to the relevant article, that license may permit other uses).
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