Soil Layer Seismic Response Analysis for a Nuclear Power Plant Backfill Site
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Abstract
In this paper, used the engineering analogy method, obtain the dynamic parameters of rockfill materials. Calculated the seismic response of backfill site by SHAKE91 calculating program. The calculation results show that the response spectrum acceleration amplitude of backfill site surface increases significantly than the bedrock surface. And this paper can be a reference for seismic response analysis of general backfill site.
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