Abstract
The storage yard in port terminal project is generally is formed by backfilling. If the backfill contains high content of fine particle, on the one hand, it will cause difficulty in foundation treatment, on the other hand, excessive settlement will occur during the operation period, which will affecting the normal operation of the project. In this paper, through experimental research on the creep settlement of sandy soils with different fine content, the relevant parameters of sandy soils with different fine-grained contents and different types of finegrained soils are obtained, and through the analysis and fitting of commonly used rheological element models, the settlement calculation parameters of sandy soil with different fine contents are obtained.
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