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The long-term stability of the lining of disposal galleries is a basic precondition for the safe removal of spent nuclear waste from deep underground repositories.
Yang et al. (2007) and Yang and Zhang (1999) worked on assessment of the stability of the lining through in situ measured data for the observational designing of the tunnel and to guarantee the safety of construction.
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The stability of the line scan path was checked continuously during the experiment.
To assure the stability of the line scan a reference image was captured every 3 5 scans and if needed corrections were made.
Three methods to assess the stability of the shaft lining were presented and employed as a post-processing stage of analysis of the models.
In this project, rheological problem, the wetting-induced softening problem and inside-to-outside seepage problem were all prominent, which posed serious threats to the long-term stability of the tunnel lining.
In the underlying work, a typical tunnel-fire scenario is analysed with the help of Computational Fluid Dynamics (CFD) in order to predict temperature distributions inside the tunnel which in turn shall be used to assess the structural stability of the concrete lining.
The comparison was used to assess and confirm transgene integration and stability of the cell line over the course of the manufacturing process.
Despite the phenotypic stability of the Crb1 rd8/rd8/J line, and the common ancestry of the C57BL/6 Crb1 rd8/rd8 lines (1) and (2), there is a significant variation in the observed phenotype.
The running game will be helped by the stability of the offensive line.
Once the space state model has been obtained, the direct method of Lyapunov is applied in order to analyze the stability of the metro line system.
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