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- W31133071 abstract "This chapter focuses on rock instrumentation. For excavations that are predicted to behave in a discontinuous manner, it is necessary to resort to surveillance and some type of ground improvement technique to maintain stability. A common ground-improvement technique used is rock reinforcement. Monitoring the response of the rock and the reinforcement presents a number of problems when using the currently available instrumentation, and considerable care is required when interpreting results. When constructing an engineering structure on or in rock, it is important to predict and verify the response of the rock mass such that the structure can fulfill its design purpose over the required service life. When the rock mass acts as a continuum, classical analysis techniques and instrument designs are found to be adequate and generally yield similar results; however, when the rock mass acts as a discontinuum, the measured response tends to be different from predictions based on classical continuum-style approaches. This is because of the complex nature of rock, a number of inadequacies in analysis techniques, and a general lack of appropriate rock instrumentation." @default.
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- W31133071 date "1993-01-01" @default.
- W31133071 modified "2023-10-09" @default.
- W31133071 title "Rock Instrumentation – Developments and Case Studies from Australia" @default.
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- W31133071 doi "https://doi.org/10.1016/b978-0-08-042068-4.50017-x" @default.
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