000010907 001__ 10907
000010907 005__ 20141205155815.0
000010907 04107 $$aeng
000010907 046__ $$k2008-10-12
000010907 100__ $$aMatsuda, Hiroshi
000010907 24500 $$aApplication of Granulated Blast Furnace Slag to the Earthquake Resistant Earth Structure as a Geo-Material

000010907 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010907 260__ $$b
000010907 506__ $$arestricted
000010907 520__ $$2eng$$aGranulated Blast Furnace Slag (GBFS) is expected to be useful as a liquefaction-resistant geo-material because GBFS increases in shear strength with time in the ordinary natural wet condition. In this paper, in order to clarify the cyclic shear strength of GBFS for a different stage of hardening, the static shear tests and cyclic un-drained tri-axial tests were carried out for specimens cured in the laboratory and in the field. As a result, it is observed that the cyclic shear strength increases proportionally with static shear strength and specimens with unconfined shear strength over 50kN/m2 collapse showing a tension crack on its surface in the cyclic tri-axial test.

000010907 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010907 653__ $$agranulated blast furnace slag, hydraulic property, liquefaction, shear strength

000010907 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010907 720__ $$aMatsuda, Hiroshi$$iShinozaki, Haruhiko$$iIshikura, Ryohei$$iKitayama, Naoyoshi
000010907 8560_ $$ffischerc@itam.cas.cz
000010907 8564_ $$s621098$$uhttps://invenio.itam.cas.cz/record/10907/files/04-01-0082.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0082.
000010907 962__ $$r9324
000010907 980__ $$aPAPER