Instytut Budownictwa Wodnego
Polskiej Akademii Nauk

Essay #8792 details

ATTRIBUTEVALUE
typeA
database id8792
titleMechanical properties of sand: triaxial versus plane strain investigations
authorsSawicki A.1, Sławińska J.1, Mierczyński J.1, Smyczyński M.1
affiliations
pages135 — 156
notesKopia w oprac. Tp4450
DOI10.1515/heem-2016-0009
full text linkhttp://www.ibwpan.gda.pl/storage/app/media/ahem/ahem63str135.pdf
keywordsmechanical properties of granular soils, triaxial investigations, true triaxial apparatus, liquefaction
tasksZ 3.1.2/2016: Modyfikacja inżynierskiej wersji przyrostowego modelu gruntu dla płaskiego stanu odkształcenia
abstractsThe paper compares the pre-failure behavior of granular soils investigated in the classical triaxial apparatus and in the true triaxial apparatus, under plane strain conditions. Both experiments are described within the framework of an incremental model of the pre-failure behavior of sands. The methods of tensor algebra are used to compare theoretical predictions with experimental results. The analysis presented deals with the pre-failure deformations of fully drained sand, as well as with its undrained behavior, including static liquefaction and the specific behavior of an initially dilative soil. Some key questions of soil mechanics are discussed, for instance, whether soil parameters determined from one configuration, such as triaxial conditions, can be applied in other cases.
attributes [reviewed] [scientific]
languageen
points14
PART OF
typeC
database id8831
year2016
seriesArchives of Hydro-Engineering and Environmental Mechanics
issueVol. 63, No.2-3
publisherWydawnictwo IBW PAN

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