000011181 001__ 11181
000011181 005__ 20141205155844.0
000011181 04107 $$aeng
000011181 046__ $$k2008-10-12
000011181 100__ $$aNoorzad, A.
000011181 24500 $$aSeismic Slope Stebility Analysis of Jointed Rock Masses on the Northern Abutment of Gotvand Dam, Iran

000011181 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011181 260__ $$b
000011181 506__ $$arestricted
000011181 520__ $$2eng$$aGotvand Dam is one of the largest rockfill dams in Iran that is now under construction that the height is 178m. There is a dislocated rock mass formed of conglomerate in the right abutment of the dam which has several sets of joints and it seems to have a considerable potential of instability. A discontinuum modeling approach is to be more appropriate to analyze the problem of a rock slope with multiple joint sets which could control the mechanism of failure. In this study, the distinct element UDEC code has been used to analyze the stability of the rock mass subjected to dynamic earthquake loading. It is expected that the slope will be stable after earthquake shaking, despite of considerable sliding movements of rock layers which may take place during strong ground motion.

000011181 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011181 653__ $$aRock slope, Distinct element modeling,, Earthquake, Dynamic analysis, UDEC

000011181 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011181 720__ $$aNoorzad, A.$$iAminpoor, M.$$iSalari, H.
000011181 8560_ $$ffischerc@itam.cas.cz
000011181 8564_ $$s501900$$uhttps://invenio.itam.cas.cz/record/11181/files/S13-071.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S13-071.
000011181 962__ $$r9324
000011181 980__ $$aPAPER