000009986 001__ 9986
000009986 005__ 20141205154136.0
000009986 04107 $$aeng
000009986 046__ $$k2008-10-12
000009986 100__ $$aFeng, Zhen
000009986 24500 $$aComputation of Active Earth Pressure of Cohesive Backfill on Retaining Wall Considering  Seismic Force

000009986 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009986 260__ $$b
000009986 506__ $$arestricted
000009986 520__ $$2eng$$aThis paper based on having research conclusion, according to the Coulomb’s earth pressure theory, from the condition of the equilibrium of the force when the slide wedge was in limit equilibrium, thinking about most infaust condition to retaining wall stability during earthquake, a formula was derivated for the calculation of active earth pressure of cohesive or non-cohesive backfill soils. This formula could be used in the calculation of earth pressure with superimposed load uniformly distributed on any location of ground surface behind retaining wall. Some suggestions were proposed to the calculation of earth pressure in gravity retaining wall design in high frequency seismic region considering seismic force.

000009986 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009986 653__ $$aCoulomb’s theory, gravity retaining wall, seismic force, active earth pressure, uniformly distributed load

000009986 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009986 720__ $$aFeng, Zhen$$iWang, Na
000009986 8560_ $$ffischerc@itam.cas.cz
000009986 8564_ $$s105598$$uhttps://invenio.itam.cas.cz/record/9986/files/04-02-0005.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 04-02-0005.
000009986 962__ $$r9324
000009986 980__ $$aPAPER