000010368 001__ 10368
000010368 005__ 20141205155720.0
000010368 04107 $$aeng
000010368 046__ $$k2008-10-12
000010368 100__ $$aJahanandish, Mojtaba
000010368 24500 $$aSeismic Stability Analysis of Footing Adjacent to Slopes by Slip Line Method

000010368 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010368 260__ $$b
000010368 506__ $$arestricted
000010368 520__ $$2eng$$aMany structures have to be placed on sloping grounds by shallow footings. Evaluation of seismic stability and bearing capacity of such footings is a prominent matter that rarely is considered by researches. In general there are two slopes next to a footing. Apart from symmetric cases, one of the two sides of footing is more likely to fail (first side) and most researches ignore the effect of the other side of footing (second side) in their analysis. In this paper stress characteristic methods (slip line method) has been employed to show the effect of second side on the bearing capacity of footing under both static and dynamic loads. Both horizontal and vertical earthquake coefficients have been imposed to the system. It is shown that slope of the other side aggravates the stability of footing in comparison with footing placed between two symmetric slopes. Besides the present study has taken in to account the inclination of load on footing. Results show that as the inclination of load on footing increases, the bearing capacity of footing decreases.

000010368 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010368 653__ $$aSeismic coefficients, slope, first side, second side, partial mobilization, bearing capacity 

000010368 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010368 720__ $$aJahanandish, Mojtaba$$iArvin, Mohammad Reza
000010368 8560_ $$ffischerc@itam.cas.cz
000010368 8564_ $$s159327$$uhttps://invenio.itam.cas.cz/record/10368/files/04-01-0058.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-01-0058.
000010368 962__ $$r9324
000010368 980__ $$aPAPER