000004875 001__ 4875
000004875 005__ 20141119144601.0
000004875 04107 $$aeng
000004875 046__ $$k2002-06-02
000004875 100__ $$aKaliakin, Victor N.
000004875 24500 $$aDETAILED MODELING OF FACING FOR REINFORCED SOIL WALLS

000004875 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004875 260__ $$bColumbia University in the City of New York
000004875 506__ $$arestricted
000004875 520__ $$2eng$$aThe ramifications of different modeling techniques for facing elements used in two-dimensional (plane strain) mathematical modeling and finite element analysis of a laboratory instrumented, geosynthetically reinforced wall with cohesive backfill are discussed. The wall is subjected to loads associated with its construction and with the application of surcharge pressures. This construction process is numerically simulated using an “incremental construction” approach. The backfill soil is characterized using a timedependent bounding surface model for cohesive soils. A general time-dependent constitutive model characterizes the reinforcement.

000004875 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004875 653__ $$aGeotextile, Time-Dependent Response, Bounding Surface Model, Geosynthetically Reinforced Wall, Incremental Construction.

000004875 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004875 720__ $$aKaliakin, Victor N.$$iDechasakulsom, Montri
000004875 8560_ $$ffischerc@itam.cas.cz
000004875 8564_ $$s37489$$uhttp://invenio.itam.cas.cz/record/4875/files/470.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004875 962__ $$r4594
000004875 980__ $$aPAPER