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- W20951609 abstract "The assessment of rock mass strength is a key eleme nt for the analysis of many rock excavations, both open pit and underground. There have been attempts to assess th is strength using a suitable rock mass strength cri terion having input derived using a Rock Mass Classification system. T he most well developed criterion is the Hoek-Brown Failure Criteria using the Geotechnical Strength Index (Hoe k, 2002) as input. Despite its popularity the GSI has some inconsistencies. Rock masses with differing fractu re frequencies and joint conditions can have the sa me GSI value and therefore the same strength characteristics would b e applied. To address this issue, this paper descr ibes a method to determine the input to the criterion on the basis o f the joint condition and fracturing of the rock ma ss." @default.
- W20951609 created "2016-06-24" @default.
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- W20951609 date "2005-01-01" @default.
- W20951609 modified "2023-09-23" @default.
- W20951609 title "Rock Mass Strength derived from Rock Mass Characterization" @default.
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