Instytut Budownictwa Wodnego
Polskiej Akademii Nauk

Essay #7090 details

ATTRIBUTEVALUE
typeA
database id7090
titleStrains in sand due to cyclic loading in triaxial conditions
authorsSawicki A.1, Mierczyński J.1, Świdziński W.1
affiliations
pages85 — 98
full text linkhttp://www.ibwpan.gda.pl/storage/app/media/ahem/ahem56str085.pdf
keywordscyclic loadings, granular soils, premanent strains, triaxial conditions
abstractsThe experimental results dealing with the cyclic loading of sand samples in triaxial conditionsare presented. These results show the development of both the volumetric and deviatoricpermanent strains due to a large number of loading cycles. The analysis of experimentaldata has led to the formulation of semi-empirical constitutive equations, expressed in theincremental form, for these strains as functions of the cyclic shear stress amplitude, numberof loading cycles and the initial stress state, around which the cyclic shearing takes place.
attributes [reviewed] [scientific]
languageen
points4
PART OF
typeC
database id7349
year2009
seriesArchives of Hydro-Engineering and Environmental Mechanics
issueVol. 56, No. 1-2
publisherWydawnictwo IBW PAN
placeGdańsk
editorsKazimierz Szmidt

Kontakt:

  ul. Kościerska 7, 80–328 Gdańsk, POLSKA

   (+48)58-552-3903, fax (+48)58-552-4211

  sekr@ibwpan.gda.pl

Copyright © 2018, IBW PAN w Gdańsku