کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
254598 | 503318 | 2015 | 13 صفحه PDF | دانلود رایگان |
![عکس صفحه اول مقاله: Constitutive modelling of Otaniemi soft clay in both natural and reconstituted states Constitutive modelling of Otaniemi soft clay in both natural and reconstituted states](/preview/png/254598.png)
A rate-independent anisotropic elastoplastic constitutive model for natural soft clays is proposed, with emphasis on the effects of cementation or structure and fabric anisotropy. The characteristic non-linear normal compression line for structured soils is described by defining a variable compressibility as a function of plastic straining. No reference to the ‘intrinsic’ reconstituted state is required. The effect of plastic anisotropy is investigated from virgin constant stress ratio consolidation tests, which provide an accurate description of the equilibrium states of soil fabric. The change of fabric anisotropy is correlated with the change of inclination of the yield and plastic potential surfaces via a pair of improved rotational hardening laws. Experiments on Otaniemi clay samples in both natural and reconstituted states are simulated. Comparisons of numerical predictions with experimental data illustrate the feasibility and advantage of the proposed methodology to describe the mechanical behaviour of natural soft clays.
Journal: Computers and Geotechnics - Volume 70, October 2015, Pages 83–95