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Study the Axial Force-Time History of Reinforced Retaining Wall under Earthquake Loading
Abstract:
In this analysis, 3-D nonlinear FEM model is built in consideration of the cooperation and interaction among backfill soil, panel and reinforcement strip; the backfill soil is simulated by nonlinear static and dynamic elastic-plastic model; the reinforcement is simulated by the dual-phase enhanced linear elastic-plastic model which can describe the intensified features of the reinforcement; the interaction of soil and retaining structures is simulated by the friction-element. By comparison of before and after earthquake, result is get of the axial force difference reinforcement layer. The increased maximum location is close to toe of the wall.
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802-805
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Online since:
December 2012
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Ā© 2013 Trans Tech Publications Ltd. All Rights Reserved
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