Yin, Zhen-Yu and Karstunen, Minna and Hicher, Pierre-Yves (2010) Evaluation of the influence of scaling function on modelling time-dependent behaviour of natural clays. Soils and foundations, 50 (2). pp. 203-214. ISSN 0038-0806Full text not available in this repository. (Request a copy from the Strathclyde author)
In this paper, we study the influence of the scaling functions in Perzyna's type elasto-viscoplastic models for predicting time-dependent behaviour of natural clays. The constitutive models were developed based on the overstress theory with different scaling functions and on the elastoplastic model S-CLAY1S which accounts for induced anisotropy and gradual degradation of apparent soil bonds. Laboratory tests were simulated on natural clays under one-dimensional and triaxial conditions to evaluate the scaling function influence in the modelling of the strain-rate effect on soil strength and creep effect. The influence of scaling functions on modelling the time-dependent behaviour under pressuremeter condition was also numerically examined. This test is treated as an example of a boundary value problem, which also allows us to see if this in situ testing is capable of deriving the parameters controlling the time-dependent behaviour.
|Keywords:||anisotropy, clay, constitutive equation of soil, creep, sensitivity, time effect, Engineering (General). Civil engineering (General), Geotechnical Engineering and Engineering Geology, Civil and Structural Engineering|
|Subjects:||Technology > Engineering (General). Civil engineering (General)|
|Department:||Faculty of Engineering > Civil and Environmental Engineering|
|Depositing user:||Pure Administrator|
|Date Deposited:||05 Apr 2011 09:34|
|Last modified:||22 Mar 2017 11:20|