Consolidation model for a creeping clay. Can Geotech J (1999) 36(4): 754-759.Stolle DFE, Vermeer PA, Bonnier PG (1999) A consolidation model for a creeping clay. Can Geotech J 36:754–759 View ArticleStolle DFE, Vermeer PA, Bonnier PG (1999) A consolidation model for a creeping clay...
In this work, a constitutive model able to capture the strain rate dependency, small strain effects and the inherent anisotropy is proposed considering the influence of the overconsolidation ratio (OCR). Small strain effects are captured by using an extended ISA plasticity formulation (Fuentes and ...
Study of the structure of a sensitive Champlain clay and of its evolution during consolidation. Can. Geotech. J. 21, 21–35 (1984). Google Scholar Deegan, R. D. et al. Capillary flow as the cause of ring stains from dried liquid drops. Nature 389, 827–829 (1997). ADS Google ...
Plus brewery closing and consolidations give a bit of a tone to the whole experience. And perhaps the concept really doesn’t translate well as English-speaking Canadians are far more excited by the retro doughnuts at Timmies than any innovations in beer. Perhaps considering a Dutchie himself, ...
(the porosity and the consolidation coefficient) and calibrate them when the soil is completely saturated. As no values of the bulk and shear modulus were obtained on the landslide, we used as input the bulk and shear modulus of the feldspar plagioclase, one of the main minerals present in ...
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In this paper, a series of triaxial consolidation drainage creep tests were performed to investigate the creep behavior of the silty clay interlayer. The test results show that the sample exhibits attenuation creep when the stress level is low; otherwise, it exhibits non-attenuation creep. Based ...
the same interval at which sediments experience the highest consolidation rates39. The combined effects of compaction and calcite cementation are likely to lead to a pronounced decrease in porosity, which promotes elevated pore fluid pressures in the accreted units. We suppose that, under these condit...
The characteristic behaviour of unsaturated samples observed during consolidation and creeping is shown in a series of figures. Parameters like C c , C s and C 伪 are used in constitutive model that can simulate both consolidation processes as well as creep phenomenon for partially saturated clay ...
a confining pressure of 300 kPa was first applied to simulate the consolidation process prior to the creep test. After consolidation was completed, the corresponding deviator pressure was applied to simulate the triaxial creep test under different stress levels. The fitted curves are shown inFigure ...