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- W2904294755 abstract "In this chapter, a rate independent hypoplastic model for clays, formulated by Masin [1], is described. It is based on an explicit asymptotic state boundary surface approach, which has been introduced in Chap. 4. The model, in its basic form, requires specification of five parameters (varphi _c), N, (lambda ^*), (kappa ^*) and (nu ). These are standard critical state soil mechanics parameters, which are equivalent (but not identical) to the parameters of the Modified Cam-clay model [2]. Advanced parameters are also introduced which allow for finer tuning of the model fit to experimental data. Calibration procedure and the effect of individual parameters on the model response are introduced in this chapter." @default.
- W2904294755 created "2018-12-22" @default.
- W2904294755 creator A5066977438 @default.
- W2904294755 date "2018-12-12" @default.
- W2904294755 modified "2023-09-26" @default.
- W2904294755 title "Hypoplastic Model for Clay" @default.
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- W2904294755 doi "https://doi.org/10.1007/978-3-030-03976-9_6" @default.
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