Model pile-settlement behavior in frozen sand / David Lavern Stelzer, Orlando B. Andersland.

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035 ## ‡aSPRI-109973
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100 1# ‡aStelzer, David Lavern.
245 10 ‡aModel pile-settlement behavior in frozen sand /‡cDavid Lavern Stelzer, Orlando B. Andersland.
260 ## ‡a[S.l.] :‡b[s.n.],‡c1991.
300 ## ‡ap. 1-13 :‡bdiags., table.
500 ## ‡aJournal of Cold Regions Engineering. Vol. 5(1) :1-13 (1991).
520 3# ‡aSmall cyclic loads, superimposed on static load, have been shown to increase pile-settlement rates and lower their design capacity. Experimental study involving model steel piles with controlled surface geometry provides information on displacement mechanisms operating at pile/frozen-sand interface. Settlement rates due to static and incremental static loads are analyzed and compared to rate increases resulting from superimposed cyclic loads. Variables controlled during these tests include cyclic load amplitude, load application frequency, static load magnitudes, pile surface roughness, sand density, ice fraction, and sand particle size.
650 07 ‡a519.673 -- Modelling.‡2udc
650 07 ‡a624.139 -- Engineering in frozen ground.‡2udc
650 07 ‡a624.139.2 -- Frozen ground, effects.‡2udc
650 07 ‡a624.139.262 -- Bearing capacity of ground, effect of freezing.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
700 1# ‡aAndersland, Orlando B.
773 0# ‡7nnas ‡tJournal of Cold Regions Engineering. ‡gVol. 5(1) (1991) ‡wSPRI-102734
917 ## ‡aUnenhanced record from Muscat, imported 2019
948 3# ‡a20230607