Instytut Budownictwa Wodnego
Polskiej Akademii Nauk

Essay #7486 details

ATTRIBUTEVALUE
typeA
database id7486
titlePore-pressure generation and liquefaction of granular soil tested in triaxial conditions
authorsMierczyński J.1, Sawicki A.1
affiliations
pages139 — 147
full text linkhttp://www.ibwpan.gda.pl/storage/app/media/ahem/ahem56str139.pdf
abstractsThe paper deals with modelling of pore-pressure generation in saturated sand subjected to triaxial cyclic loading in undrained conditions. The model proposed links the pore-pressure generation with the cyclic loading induced compaction of the same sand, but tested in fully drained conditions. The governing equation for the pore-pressure changes is derived from the assumption that no volumetric strain develops in saturated sand in undrained conditions. The numerical solutions are compared with experimental data, for a large number of loading cycles.
attributes [reviewed] [scientific]
languageen
points4
PART OF
typeC
database id7485
year2009
seriesArchives of Hydro-Engineering and Environmental Mechanics
issueVol. 56, No. 3-4
publisherWydawnictwo IBW PAN
placeGdańsk
editorsKazimierz Szmidt

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