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- W2380801291 abstract "The cavity expansion theory has been widely used in geotechnical engineering.A modified critical state model is employed to account for the three different modes of compressive deformation,i.e.,particle rearrangement,particle crushing and pseudoelastic deformation.In combination with the spatial mobilization plane(SMP) failure criterion and non-associated flow rule,the semi-analytical solutions are obtained to expansion in crushable sands by using the Matlab differential equation solver.In comparison to those solutions where a conventional critical state line is used,the results obtained for Quebec sand indicate that particle crushing does occur at high stress and critical states and affects the stress fields surrounding the cavity and the deformation behaviour.This leads to conclusion that particle crushing has to be taken in account when the cavity expansion theory is used to interpret cone penetration tests and pressuremeter tests." @default.
- W2380801291 created "2016-06-24" @default.
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- W2380801291 date "2009-01-01" @default.
- W2380801291 modified "2023-09-25" @default.
- W2380801291 title "Semi-analytical solution to cavity expansion in crushable sands" @default.
- W2380801291 hasPublicationYear "2009" @default.
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