HIGHLIGHTS
- who: . et al. from the Xi`an University of Architecture and Technology, China have published the paper: Mechanical behaviors of surrounding rock and supporting structure of shallow-buried unsymmetrical pressure tunnel crossing soil rock interface, in the Journal: (JOURNAL)
- what: In these parts, evident stress concentration occurs because of the following reasons: 1) due to the effect of load on the deep-buried side, the tunnel has a tendency to slip to the lower right side; and 2) due to the constraint of surrounding rock on the shallow-buried side, the arch haunch is under . . .
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