G. (1999). A consolidation model for a creeping clay. Can. Geotech. J. 36, 754-759.Stolle, D. F. E., Vermeer, P. A., and Bonnier, P. G., 1999. Consolidation model for a creeping clay. Canadian Geotechnical Jour
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 ...
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 ...
Besides, the high compression modulus suggests high stiffness of three soil samples, indicating an over-consolidation state and a low compressibility. The grain size distribution (Fig. 4a) shows that the fine particles below 0.002-mm diameter of clay materials in the shear zone and sliding body ...
Earthquakes are frequent and widespread amongst the islands (Madeira et al., 2015), so the consolidation mechanism (Sawyer and DeVore, 2015; ten Brink et al., 2016) may apply. The precipitation of carbonates is widespread in shallow waters of the Azores, where the water is supersaturated for...
(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 ...
that pore-fluid pressure level has on the spontaneous activation of seismic and aseismic slip on the fault, we perform further numerical experiments in which we increase (model M2) and decrease the effective pressure (peff) (model M3) compared to the value used for the reference model (Fig. ...
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 ...