000012093 001__ 12093
000012093 005__ 20141205160018.0
000012093 04107 $$aeng
000012093 046__ $$k2008-10-12
000012093 100__ $$aWijewickreme, Dharma
000012093 24500 $$aPost-Cyclic Consolidation Response of a Natural Low Plastic Silt Due to Dissipation of Cyclic Excess Pore Water Pressures

000012093 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012093 260__ $$b
000012093 506__ $$arestricted
000012093 520__ $$2eng$$aThe post-cyclic consolidation response of a natural low-plastic silt was examined using undisturbed silt specimens tested in a constant volume cyclic direct simple shear (DSS) device. The silt specimens initially subjected to constant volume cyclic loading at different cyclic stress ratios (CSRs), until different values of cyclic shear strain were reached, were subsequently allowed to experience one-dimensional consolidation. Post-cyclic consolidation volumetric strains (εv-ps) were noted to increase with the maximum pore water pressure generated during cyclic loading as well as with the maximum cyclic shear strain to which the specimens were subjected during cyclic loading. The values of εv-ps correlated well with the excess pore water pressure ratio (ru) during constant volume cyclic loading prior to consolidation.

000012093 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012093 653__ $$afine-grained soils, cyclic shear response, post-cyclic consolidation, silt

000012093 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012093 720__ $$aWijewickreme, Dharma$$iSanin, Maria V.
000012093 8560_ $$ffischerc@itam.cas.cz
000012093 8564_ $$s314933$$uhttps://invenio.itam.cas.cz/record/12093/files/04-01-0124.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0124.
000012093 962__ $$r9324
000012093 980__ $$aPAPER