ENSURING THE STABILITY OF RETAINED WALLS IN SEISMIC AREAS TAKING INTO ACCOUNT THE BACKFILL SOIL CONDITIONS

Autor:	Zh.S. Bekbolotova, R.D. Tokoev, S.V. Krylova
Rok vydání:	2019
Předmět:	Geotechnical engineering Stability (probability) Geology
Zdroj:	The herald of KSUCTA n a N Isanov. :284-288
ISSN:	1694-8181 1694-5298
DOI:	10.35803/1694-5298.2019.2.284-288
Popis:	During earthquakes retaining walls are exposed to combined action. The retaining walls in seismic areas must account for the displacements, for resistance to failure in bearing, sliding and overturning. Research model have to estimate to dynamic the combined action of sliding and rocking and takes into consideration, non-linear soil stiffness in sliding, and rocking, geometrical and material damping in sliding, and rocking, and coupling effects. The calculation of the retaining wall is given, the design and the method of strengthening the structure at large deformations are shown.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::1fff06ce4c4d777ff9fe443f069ff7bc https://doi.org/10.35803/1694-5298.2019.2.284-288 Zobrazit plný text záznamu