000010850 001__ 10850
000010850 005__ 20141205155809.0
000010850 04107 $$aeng
000010850 046__ $$k2008-10-12
000010850 100__ $$aMakdisi, F.I.
000010850 24500 $$aEvaluation of Stability of a Reservoir Embamkment in a High Seismic Enviroment

000010850 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010850 260__ $$b
000010850 506__ $$arestricted
000010850 520__ $$2eng$$aAn effective-stress and non-linear approach was used for the seismic analyses of the Piedmont Reservoir embankment for a magnitude 7.5 design earthquake with peak acceleration of 0.7g. A plasticity constitutive model was used to simulate soil behavior. Computed performance was compared with observations during 1989 Loma Pieta earthquake. Analyses for the design earthquake indicated the potential for liquefaction and excessive deformation at the end of earthquake shaking.

000010850 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010850 653__ $$aEarth Embankment, High Seismicity Zone, Plasticity Model, Liquefaction. Figure 1 Maximum Cross Section of Piedmont Reservoir Embankment

000010850 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010850 720__ $$aMakdisi, F.I.$$iWang, Z.L.$$iYiadom, A.B.
000010850 8560_ $$ffischerc@itam.cas.cz
000010850 8564_ $$s423598$$uhttps://invenio.itam.cas.cz/record/10850/files/04-01-0012.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0012.
000010850 962__ $$r9324
000010850 980__ $$aPAPER