000010183 001__ 10183
000010183 005__ 20141205155701.0
000010183 04107 $$aeng
000010183 046__ $$k2008-10-12
000010183 100__ $$aHara, Tadashi
000010183 24500 $$aLiquefaction Strength of Sand Materials Containing Fines Compared with Cone Resistance in Triaxial Specimens

000010183 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010183 260__ $$b
000010183 506__ $$arestricted
000010183 520__ $$2eng$$aInnovative miniature cone penetration tests and subsequent cyclic triaxial tests were carried out on sand specimens containing fines both in the undrained conditions. It has been found that one unique curve relating cone resistance and liquefaction strength can be established, irrespective of relative density and fines content. This indicates that liquefaction strength corresponding to a given cone resistance is constant despite the difference in fines content, which differs from the current liquefaction evaluation practice. The results from the tests on the sustained consolidation specimens plotted a little shifted above the unique curve obtained from the tests on the normal consolidation specimens. This may indicate that, if in situ consolidation effect is considered, liquefaction strength for the same cone resistance tends to increase with increasing fines content.

000010183 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010183 653__ $$aLiquefaction, Sand, Fines, Cone resistance, Triaxial test

000010183 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010183 720__ $$aHara, Tadashi$$iKokusho, Takaji$$iTanaka, Masayuki
000010183 8560_ $$ffischerc@itam.cas.cz
000010183 8564_ $$s891665$$uhttps://invenio.itam.cas.cz/record/10183/files/04-01-0034.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0034.
000010183 962__ $$r9324
000010183 980__ $$aPAPER