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The rock mass classification, assessment of tunnel stability and necessary support types were carried out with Q, RMR and RMi systems as empirical tunnel support design methods.
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Of these, rock mass classification systems are one of the most common means of excavatability assessment.
Empirical approaches developed to predict rock mass cavability have been based on the assessment of rock mass conditions using recognized rock mass classification schemes.
We break the problem down into three stages: mass detection, mass segmentation, and mass classification.
This means that within 12 months they undergo a further classification assessment to validate whether they are in the correct class or not".
Rock mass classification is the first stage in empirical approaches to predicting rock mass cavability.
The necessary rock mass parameters were obtained by means of rock mass classification systems.
Geomechanical evaluations of the tuff masses were carried out using material properties, site investigations, and rock mass classification (RMC).
Air mass classification involves three letters.
The Bergeron classification is the most widely accepted form of air mass classification.
Prior to 1988, the classification assessment process generally involved a medical exam to determine the classification.
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