000014088 001__ 14088
000014088 005__ 20161115100141.0
000014088 04107 $$aeng
000014088 046__ $$k2016-08-21
000014088 100__ $$aNonoyama, Hideto
000014088 24500 $$aPost-Failure Analysis of Slope by Smoothed Particle Hydrodynamics

000014088 24630 $$n24.$$p24th International Congress of Theoretical and Applied Mechanics - Book of Papers
000014088 260__ $$bInternational Union of Theoretical and Applied Mechanics, 2016
000014088 506__ $$arestricted
000014088 520__ $$2eng$$aAssessment of slope stability is a fundamental and important problem. Analysis method to judge the stability has been well developed by application of computational mechanics. Based on this judgment, various geotechnical countermeasure are examined. However the development of analysis on post failure has not been discussed enough. This type analysis is require to predict the large deformation and to consider non—linear material properties. This research investigate applicability of Smoothed Particle Hydrodynamics (SPH) for the analysis. This paper show the results for simple cases. As the result, SPH is useful for analysis post—failure deformation of slope.

000014088 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000014088 653__ $$a

000014088 7112_ $$a24th International Congress of Theoretical and Applied Mechanics$$cMontreal (CA)$$d2016-08-21 / 2016-08-26$$gICTAM2016
000014088 720__ $$aNonoyama, Hideto
000014088 8560_ $$ffischerc@itam.cas.cz
000014088 8564_ $$s174076$$uhttps://invenio.itam.cas.cz/record/14088/files/PO.FS08-1.09.273.pdf$$yOriginal version of the author's contribution as presented on CD,  page 3409, code PO.FS08-1.09.273
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000014088 962__ $$r13812
000014088 980__ $$aPAPER