Effect of spatial variability of creep rock on the stability of a deep double lined drift
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This work aims at investigating the effect of aleatoric uncertainty of creep rock properties on the stability of an underground structure. This uncertainty relates to the spatial variability of the mechanical parameters representing the time-dependent behavior of geological rock formation due to the change in its mineralogy.
Nội dung trích xuất từ tài liệu:
Effect of spatial variability of creep rock on the stability of a deep double lined drift
Nội dung trích xuất từ tài liệu:
Effect of spatial variability of creep rock on the stability of a deep double lined drift
Tìm kiếm theo từ khóa liên quan:
Civil engineering Spatial variability Aleatoric uncertainty Random field Deep drift Viscoplastic behavior Kriging-based reliability analysisTài liệu liên quan:
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