Upper bound of tunnel face stability using asymmetric yielding

Elkayam, Itai; Klar, Assaf

doi:10.1016/j.undsp.2018.03.001

Cited by 8 publications

(1 citation statement)

References 17 publications

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“…Shahin et al (2016) constructed model tests of tunnel excavation with existing tunnels and existing buildings into consideration. Furthermore, some researchers have developed the existing mechanical theory to control the adverse effects caused by increasing tunnel section area (Elkayam & Klar, 2018; Federico & Whittle, 2014; Federico & Zymnis, & Whittle, 2014; Lin et al, 2021; J. Zhou et al, 2022).…”

Section: Introductionmentioning

confidence: 99%

Dynamic evolution in mechanical characteristics of complex supporting structures during large section tunnel construction

Hua

Jinxun

et al. 2022

Deep Underground Science and Engineering

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The shallow tunnelling method (STM) often uses temporary supports to divide large section tunnels into several closed or semiclosed sections so as to share the upper load. The complex support system composed of primary and temporary supports can ensure safety during tunnel construction. Based on the large section tunnel of Beijing Subway Line 12, the mechanical characteristics of support system by the double-side-drift method (DSDM) during excavation and demolition were analyzed through numerical simulation and monitoring. The study showed that the middle cave excavation was the most critical stage of the DSDM, during which the load on the supporting structure increased significantly. The temporary vertical support bore most of the new load during middle cave excavation. During the demolition stage, the load was redistributed, which caused arch settlement and section convergence. The removal of the temporary vertical support exerted the greatest impact in this process. The lateral temporary inverted arch changed from axial compression to axial tension after the middle and lower caves were excavated. Based on the mechanical characteristics of the support system, some engineering suggestions were proposed for large section tunnel construction. These research results can provide reference for the design and construction of similar large section tunnels.

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