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- W2326854940 abstract "The ground surrounding a cavern generally shows not only continuous behaviours but also discontinuous behaviours of slip and spalling along various types of discontinuities.Sakurai and his co-workers have proposed a method of back analysis of measured displacements by introducing the anisotropic parameters in stress-strain relationship, which enables to introduce such a discontinuous behaviour in the framework of continuum mechanics.The authors have applied this method of back analysis to analyze the behaviours of a large underground cavern of the Cirata Hydroelectric Power Project in Indonesia.In this paper the results obtained in this analysis are shown and discussed." @default.
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- W2326854940 date "1989-03-20" @default.
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- W2326854940 title "BACK ANALYSIS OF DEFORMATION MEASUREMENTS IN A LARGE UNDERGROUND CAVERN CONSIDERATING THE INFLUENCE OF DISCONTINUITY OF ROCKS" @default.
- W2326854940 doi "https://doi.org/10.2208/jscej.1989.403_75" @default.
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