000012907 001__ 12907
000012907 005__ 20160920162655.0
000012907 04107 $$aeng
000012907 046__ $$k2016-09-05
000012907 100__ $$aKłosek, K.
000012907 24500 $$aFoundations model for transportation infrastructure in mining site areas

000012907 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012907 260__ $$bTaylor and Francis Group, London, UK
000012907 506__ $$arestricted
000012907 520__ $$2eng$$aTransportation infrastructure, like motorway and railways, when situated in subsidence areas, are subjected to the multiparameter reactions of soil due to subgrade deformations. The essence of technical degradation of such objects due to mining-induced subsidence entails changes in their functional and stability-strength properties. These changes take place within the structural system itself and, also in its subgrade. The linear character of such objects creates a specific type of interaction between the subgrade and the elongated structure. The type of mining-induced contact reactions and the magnitude of service loads determine the operating capability of structures under these specific conditions.

000012907 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012907 653__ $$a

000012907 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012907 720__ $$aKłosek, K.
000012907 8560_ $$ffischerc@itam.cas.cz
000012907 8564_ $$s675020$$uhttps://invenio.itam.cas.cz/record/12907/files/355.pdf$$yOriginal version of the author's contribution as presented on CD, 355.pdf.
000012907 962__ $$r12552
000012907 980__ $$aPAPER