Flexural strength of sand-reinforced ice / W.A. Nixon, L.J. Weber.

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100 1# ‡aNixon, W. A.
245 10 ‡aFlexural strength of sand-reinforced ice /‡cW.A. Nixon, L.J. Weber.
260 ## ‡a[S.l.] :‡b[s.n.],‡c1991.
300 ## ‡ap. 14-27 :‡bill., diags., table.
500 ## ‡aJournal of Cold Regions Engineering. Vol. 5(1) :14-27 (1991).
520 3# ‡aIce reinforced with alluvium may yield economic building material for remote Arctic locations. Three-point bending tests were carried out on reinforced ice at -5, -10, and -20°C. All samples exhibited brittle failure. Results of Weibull analysis showed that mean bending strength and Weibull modulus increase with decreasing temperature. May be explained by considering variations of unfrozen water content of samples and fracture toughness of ice matrix with temperature. Simple model based on failure arising from propagation of flaws within ice matrix shows good agreement with experimental results.
650 07 ‡a624.14 -- Snow and ice engineering.‡2udc
650 07 ‡a624.147 -- Ice and snow as foundation and engineering materials.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
700 1# ‡aWeber, L. J.
773 0# ‡7nnas ‡tJournal of Cold Regions Engineering. ‡gVol. 5(1) (1991) ‡wSPRI-102734
917 ## ‡aUnenhanced record from Muscat, imported 2019
948 3# ‡a20240418