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- W2387294828 abstract "Based on natural strain,the numerical method of settlement considering the secondary consolidation model of soft soil was introduced.With sampling at K95+24 section of Shenjiahu expressway,the single-way consolidation test was conducted.The result shows that(1) The eH-lnt curve based on natural strain is much better than the ec-lnt curve based on linear strain.When the pressure is less than 200 kPa,the difference between traditional and the numerical calculated result is little,but the numerical calculated result is much agree with the measured data when the pressure is more than 200 kPa.(2) Compared with the traditional method,the P-T-S curve calculated by Istoache model based on natural strain is much closer to the measured value." @default.
- W2387294828 created "2016-06-24" @default.
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- W2387294828 date "2011-01-01" @default.
- W2387294828 modified "2023-09-25" @default.
- W2387294828 title "Experimental Study on Secondary Consolidation Constitutive Model of Soft Soil" @default.
- W2387294828 hasPublicationYear "2011" @default.
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