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. 2021 May 11;12:2701. doi: 10.1038/s41467-021-23070-7

Table 1.

Magnitude and rate of ice-cliff failure resulting from viscous deformation and brittle failure.

H/Hc (m) Tice = −20 °C Tice = −10 °C
Bn
Tice = −5 °C
Bn
Back force (N m−1)
Bf Bn Bh
TtF R Ĉ TtF R Ĉ TtF R Ĉ TtF R Ĉ TtF R Ĉ
800/136 33.50 45 1 4.2e6
850/144 32.50 20 1
900/153 26.75 20 1
950/161 41.00 30 1 47.25 80 2 40.00 40 1 16.25 20 1
1000/169 33.25 40 1 37.25 55 2 36.25 60 2 9.75 50 5 6.6e6
1500/255 10.00 90 9 12.00 90 8 29.00 190 7 4.50 120 27 1.75 50 92 1.0e7
2000/339 1.50 180 120 1.50 240 160 8.75 230 26 1.00 220 220 0.50 320 640 5.7e7
2500/424 0.50 350 700 1.00 440 440 1.75 460 260 0.25 360 1440 0.25 370 1480 2.1e7

The time to failure (TtF; d), retreat magnitude (R; m) and calving retreat rate (Ĉ; m d−1) found with the Elmer/Ice–HiDEMbe (the brittle-elastic version of the Helsinki Discrete Element Model) workflow over the range of susceptible ice thicknesses with varying ice temperature (Tice) and basal slip conditions. Bn, Bf and Bh represent normal, approaching frozen and high basal-slip conditions. The magnitude of mélange back force required to halt failure for the associated Bn, Tice = −5 °C scenario is provided. Blank spaces denote simulations in which failure did not occur within our 50 d viscous deformation window (Supplementary Note 3). Hash marks note simulations that were not conducted for this study.