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Stability evaluation of deep-buried TBM construction tunnel based on microseismic monitoring technology

https://doi.org/10.1016/j.tust.2018.08.028

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

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Space-time correlations ofb values with stress release

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Back analysis of measured displacements of tunnels

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Numerical Simulation of Rock Mass Damage Evolution During Deep-Buried Tunnel Excavation by Drill and Blast

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Discontinuum–Equivalent Continuum Analysis of the Stability of Tunnels in a Deep Coal Mine Using the Distinct Element Method

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Microseismic techniques for monitoring the behaviour of rock structures

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In situ monitoring of tunnel deformation evolutions from auxiliary tunnel in deep mine

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Developing tools for excavation design at Canada's Underground Research Laboratory

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Quantification and interpretation of seismicity

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Excavation-induced damage studies at the Underground Research Laboratory

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20 years of excavation response studies at AECL's Underground Research Laboratory

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FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations

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inferredcites →https://doi.org/10.1016/j.tust.2015.04.016openalex-snapshot

Rockburst characteristics and microseismic monitoring of deep-buried tunnels for Jinping II Hydropower Station

inferredcites →https://doi.org/10.1016/j.tust.2015.10.002openalex-snapshot

Fractal behaviour of the microseismic energy associated with immediate rockbursts in deep, hard rock tunnels

inferredcites →https://doi.org/10.1016/j.tust.2016.01.024openalex-snapshot

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inferredcites →https://doi.org/10.1016/j.tust.2016.11.009openalex-snapshot

Microseismic early warning of surrounding rock mass deformation in the underground powerhouse of the Houziyan hydropower station, China

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