000011857 001__ 11857
000011857 005__ 20141205155953.0
000011857 04107 $$aeng
000011857 046__ $$k2008-10-12
000011857 100__ $$aTavakoli Mehrjardi, Gholamhosein
000011857 24500 $$aBearing Capacity and Settlement of Ring Footings

000011857 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011857 260__ $$b
000011857 506__ $$arestricted
000011857 520__ $$2eng$$aNowadays, more and more ring footings are used in practice. They provide support for structures such as bridge piers, underground stops, water towers, mine, silos and so on. Therefore, the theoretical prediction of ultimate bearing capacity and settlement for ring footings is a requirement in the design. In spite of this fact that a few numerical and experimental studies have been performed to determine the bearing capacity and settlement of these structures for both smooth and rough footings, but there is no collective literature to present the results and design methods to calculate the bearing capacity and settlement of ring footings. In this paper, due to the research which has been done until now, the behavior of ring footing compared with circular footing has been reviewed and the design method of these structures is presented algorithmically

000011857 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011857 653__ $$aRing footings, Axi-symmetric Structures, Ultimate Bearing Capacity, Settlement, Numerical and Experimental Studies, Circular Footings.

000011857 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011857 720__ $$aTavakoli Mehrjardi, Gholamhosein
000011857 8560_ $$ffischerc@itam.cas.cz
000011857 8564_ $$s484020$$uhttps://invenio.itam.cas.cz/record/11857/files/04-02-0130.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-02-0130.
000011857 962__ $$r9324
000011857 980__ $$aPAPER