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An approximate analysis of the bearing capacity of prismatic rock pillars

โœ Scribed by A. Drescher; Y. Zhang


Publisher
Elsevier Science
Year
1986
Tongue
English
Weight
608 KB
Volume
23
Category
Article
ISSN
0148-9062

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โœ Serrano, A. ;Olalla, C. ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 523 KB

Based on the six possible and dierent failure mechanisms deยฎned in part I, a criterion to identify which is the particular failure mechanism is developed. The rock mass is assumed to have transverse isotropic strength. The particular mechanism depends on the geometrical situation, the geomechanical