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- W2393032545 abstract "From the roadbed freezing expansion principle,the frost heave process of roadbed soil is classified into three sections: the frozen zone,freezing margin zone and Non-freeze zone.Full consideration of link function of freezing margin zone,the bridge-link frost heaving model was proposed in this paper.According to the different sections of the role,the control equations,and connection condition to complete solution system were established.By using the semi-analytical numerical method,the roadbed freezing expansion can be quantitatively calculated.The good agreement between the calculation results and observed data show the model and method proposed in this paper are valid." @default.
- W2393032545 created "2016-06-24" @default.
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- W2393032545 date "2011-01-01" @default.
- W2393032545 modified "2023-09-28" @default.
- W2393032545 title "Calculation model of roadbed frozen frost on the cold zone" @default.
- W2393032545 hasPublicationYear "2011" @default.
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