000011143 001__ 11143
000011143 005__ 20141205155840.0
000011143 04107 $$aeng
000011143 046__ $$k2008-10-12
000011143 100__ $$aNasu, Makoto
000011143 24500 $$aEffect of Sandy Ground Structures upon Earthquake-Induced Damage to Various Objects

000011143 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011143 260__ $$b
000011143 506__ $$arestricted
000011143 520__ $$2eng$$aTo make clear the structures of sandy grounds on which various objects are liable to be damaged by liquefaction what is called and the damage mechanism, much damage to embankments, buildings, bridges, slopes, quays, power substations and so on have been investigated. In this paper, a liquefaction-induced damage mechanism is studied comparing the deformation of objects and grounds with structures of grounds. It is presumed that most of the damage was caused by large differential displacements due to uneven thickness of soft clayey layers within grounds and by sliding displacements occurring in thin and equally soft clayey ones. EARTHQUAKE DAMAGE, SANDY GROUND, SOFT CLAYEY LAYER,

000011143 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011143 653__ $$aSEISMIC DIFFERENTIAL GROUND DISPLACEMENT, SLIDING DISPLACEMENT 

000011143 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011143 720__ $$aNasu, Makoto
000011143 8560_ $$ffischerc@itam.cas.cz
000011143 8564_ $$s974548$$uhttps://invenio.itam.cas.cz/record/11143/files/04-02-0066.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-02-0066.
000011143 962__ $$r9324
000011143 980__ $$aPAPER