000011196 001__ 11196
000011196 005__ 20141205155845.0
000011196 04107 $$aeng
000011196 046__ $$k2008-10-12
000011196 100__ $$aOh, Sang Hoon
000011196 24500 $$aLaboratory Measurements of Stiffness of Soft Clay Using Bender Elements

000011196 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011196 260__ $$b
000011196 506__ $$arestricted
000011196 520__ $$2eng$$aThanks to a new in-situ seismic probe, using bender elements and penetration scheme, a simple linear relationship between undrained shear strength(Cu) and shear wave velocity(Vs) was obtained. This priceless relationship is worthy to be illuminated further in ideal laboratory environment. To avoid sampling disturbance effect, special consolidation cylinders were used to make normally consolidated specimens from kaolinite suspension. The undrained shear strengths of the specimens were measured using unconsolidated undrained triaxial compression tests. Also shear wave velocity measurements were performed prior to shearing the same specimens, using the bender elements installed in the base pedestal and the top cap of the triaxial compression cell. The Cu –Vs relationship is fairly linear and supports the linear trend of clayey silt obtained using field testing. Also the classic density-shear modulus relationship for soft clay proposed by Hardin and Black(1969) was once more verified hereby.

000011196 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011196 653__ $$aShear Modulus, Undrained Shear Strength, Bender Elements

000011196 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011196 720__ $$aOh, Sang Hoon$$iPark, Dong Sun$$iKim, Byung Ju$$iKim, E.J.$$iMok, Young Jin
000011196 8560_ $$ffischerc@itam.cas.cz
000011196 8564_ $$s271792$$uhttps://invenio.itam.cas.cz/record/11196/files/04-01-0148.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0148.
000011196 962__ $$r9324
000011196 980__ $$aPAPER