Experimental Investigations on Hydro-mechanical Processes in Reconstituted Clay Shale and Their Significance for Constitutive Modelling

The hydro-mechanical processes of a reconstituted clay shale (Opalinus Clay) were studied and implications for constitutive modelling of swellable clay shales derived. The study aims to provide further insights into these coupled processes. For that, oedometric swelling tests with varying boundary conditions and loading paths, oedometric compression tests under dry and saturated conditions, and permeability tests were performed. The results showed a unique preloading line for the dry state when plotting the void ratio against the vertical stress. For saturated states, this line was shifted to the left (to smaller stresses) which revealed a severe reduction of preloading stress due to saturation. All loading paths converged in a normal compression line (NCL) regardless of the mechanical boundary conditions during saturation. A trend line affine to the NCL was established for swelling pressures at different initial void ratios. The influence of saturation on the mechanical properties became further evident, as the un-/reloading stiffness was significantly reduced. A linear relationship between volumetric deformation and saturation was found. A severe swelling induced reduction of permeability in the saturated state was demonstrated and confirmed by the analysis of consolidation processes during oedometric loading. The experimental findings were used to derive fundamental assumptions for constitutive modelling and were discussed within a numerical framework for expansive soils.

Automated summary

This study investigates the hydro-mechanical processes of a reconstituted clay shale and discusses their implications for constitutive modeling. Various tests, including oedometric swelling tests, oedometric compression tests, and permeability tests, were conducted to gain further insights into the coupled processes. The experimental findings reveal the influence of saturation on the mechanical properties and demonstrate a severe reduction of preloading stress due to saturation, as well as a significant reduction in un-/reloading stiffness and permeability in the saturated state. These findings are used to derive fundamental assumptions for constitutive modeling and discussed within a numerical framework for expansive soils.