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- W2364978192 abstract "The determination of visco-elsastic constitutive model parameters is the key to the study of soil rheological characteristic.The 3-element viscoelastic constitutive model has been adopted to obtain the analytical expression solutions of vertical train and lateral stress of soil in confined compression through Laplace transform and inversion with consideration of later stress relaxation.The average value of square of relative error between test data points and fitting curve points has been the evaluation criteria of trial fitting method.The model parameters can be determined according to the fitting of time-varying curves of vertical train and lateral stress.It can be showed by the example that the compression viscous strain of soil is mainly composed of shearing strain,bulk viscous strain being very small,which is in accordance with the physical property of soil.And the method of determining visco-elastic model parameters with test data about lateral tress relaxation is feasible." @default.
- W2364978192 created "2016-06-24" @default.
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- W2364978192 date "2011-01-01" @default.
- W2364978192 modified "2023-09-26" @default.
- W2364978192 title "Soft Soil Rheological Test and Model Parameter Determination in Consideration of Lateral Stress Relaxation" @default.
- W2364978192 hasPublicationYear "2011" @default.
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