000012894 001__ 12894
000012894 005__ 20160920162654.0
000012894 04107 $$aeng
000012894 046__ $$k2016-09-05
000012894 100__ $$aKrabbenhoft, S.
000012894 24500 $$aEffect of slope height and horizontal forces on the bearing capacity of strip footings near slopes in cohesionless soil

000012894 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012894 260__ $$bTaylor and Francis Group, London, UK
000012894 506__ $$arestricted
000012894 520__ $$2eng$$aThe problem of determining the bearing capacity of a strip foundation located near a slope of infinite height has been dealt with by several authors. Very often in practical problems the slope is of limited height, and furthermore the resulting load may be inclined at an angle to the horizontal, and in such cases the bearing capacity of the footing cannot be found using the existing methods. The present work comprises finite element based upper- and lower-bound calculations, using the geotechnical software OptumG2 to investigate the effect of the slope height and horizontal forces on the total bearing capacity, both without and with using superposition as presupposed in the traditional bearing capacity equation. The results for friction angles 30, 35 and 40 degrees, slope inclinations 1:2, 1:3 and 1:4, for selfweight and surcharge are given as charts showing the slope inclination factors suitable for design.

000012894 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012894 653__ $$a

000012894 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012894 720__ $$aKrabbenhoft, S.$$iDamkilde, L.$$iKrabbenhoft, K.
000012894 8560_ $$ffischerc@itam.cas.cz
000012894 8564_ $$s3570830$$uhttps://invenio.itam.cas.cz/record/12894/files/342.pdf$$yOriginal version of the author's contribution as presented on CD, 342.pdf.
000012894 962__ $$r12552
000012894 980__ $$aPAPER