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- W2013971738 abstract "The discusser read this paper with great interest because of great interest to the authors, the parameters found for it contains very valuable experimental data on the creep one of the materials they tested, namely Ball clay (their behaviour of frozen soils in triaxial tests. Fig. l l ) , are presented herein. The discusser has applied a philosophical principle to The parameters found by the discusser are t = 0.35, e* = describe many physical phenomena by means of a very sim0.022, and { = 0.100. The first equation is therefore ple equation (Juarez-Badillo 198 1, 1983, 1985a, 1985b, 1986). The equation applied to secondary compression [5] e ' = e el = 0.022 (volumetric creep), for instance, reads (1985a)" @default.
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- W2013971738 date "1993-04-01" @default.
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- W2013971738 title "Creep behaviour of fine-grained frozen soils: Discussion" @default.
- W2013971738 doi "https://doi.org/10.1139/t93-033" @default.
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