Ma. Foda et al., FLUIDIZATION RESPONSE OF SEDIMENT BED TO RAPIDLY FALLING WATER-SURFACE, Journal of waterway, port, coastal, and ocean engineering, 123(5), 1997, pp. 261-265
A strain-based criterion for sediment fluidization under transient pre
ssure loading is presented. The criterion predicts that fluidization c
an be spontaneous, as opposed to incremental, and that it is triggered
by a lowering-rather than a buildup-of the pore pressure. The criteri
on is examined and verified experimentally. A dam break is simulated i
n a laboratory flume, and a sediment bed is included in the half of th
e flume initially containing water. Both visual observation and extens
ive pressure measurements within the bed indicate the occurrence of a
massive fluidization failure throughout the entire depth and length of
the bed. The fluidization failure is shown to occur on an extremely s
hort timescale. The results from several successive runs, allowing the
bed to consolidate overnight between runs, demonstrate the tendency o
f a bed to repeatedly refluidize.