ENSURING THE STABILITY OF RETAINED WALLS IN SEISMIC AREAS TAKING INTO ACCOUNT THE BACKFILL SOIL CONDITIONS
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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.
2011 ◽
Vol 243-249
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pp. 959-962
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2014 ◽
Vol 488-489
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pp. 354-358
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2021 ◽
Vol 1197
(1)
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pp. 012030
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2014 ◽
Vol 971-973
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pp. 2141-2146
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2020 ◽
Vol 30
(3)
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pp. 214-233
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