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Investigation of Consolidation-Induced Solute Transport. II: Experimental and Numerical Results
Publisher: American Society of Civil Engineers
Abstract: This paper presents an experimental and numerical investigation of consolidation-induced solute transport. Diffusion and large strain consolidation tests were performed on composite specimens of kaolinite clay consisting ...
Model for Consolidation-Induced Solute Transport with Nonlinear and Nonequilibrium Sorption
Publisher: American Society of Civil Engineers
Abstract: A numerical model, called CST2, is presented for coupled large strain consolidation and solute transport in saturated porous media. The consolidation and solute transport algorithms include the capabilities of a previous ...
Model for Large Strain Consolidation by Centrifuge
Publisher: American Society of Civil Engineers
Abstract: A numerical model, called CC1, is presented for one-dimensional large strain consolidation in a geotechnical centrifuge. The model includes all the capabilities of a previous large strain consolidation code, CS2, written ...
Closure to “Investigation of Consolidation-Induced Solute Transport. I: Effect of Consolidation on Transport Parameters” by J. Lee, P. J. Fox, and J. J. Lenhart
Publisher: American Society of Civil Engineers
Investigation of Consolidation-Induced Solute Transport. I: Effect of Consolidation on Transport Parameters
Publisher: American Society of Civil Engineers
Abstract: This paper presents an experimental investigation of the effect of clay consolidation on parameters that govern the advective-dispersive transport of an inorganic solute. Batch, diffusion, dispersion, and solute transport ...
Coupled Consolidation and Contaminant Transport in Compressible Porous Media
Publisher: American Society of Civil Engineers
Abstract: This paper presents an experimental and numerical investigation of coupled consolidation and contaminant transport in compressible porous media. Numerical simulations were performed using the CST2 computational model, in ...
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