Seismic stability of reinforced earth retaining walls
DOI:
https://doi.org/10.5459/bnzsee.13.4.347-354Abstract
This paper describes a simplified seismic design approach proposed by the author (1979), based on limiting deformations. Limitations of the method are outlined and results of a simple computer programme presented. With further analysis, charts may be developed to provide a useful design tool.
References
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