Abstract
A numerical model, called CSTCRS1, is presented for coupled one-dimensional consolidation and solute transport under constant rate of strain (CRS) loading conditions. The consolidation algorithm accounts for vertical strain, general constitutive relationships, relative fluid velocity, changing compressibility and hydraulic conductivity during consolidation, and an external hydraulic gradient. The solute transport algorithm accounts for advection, dispersion, linear and nonlinear sorption, and equilibrium and nonequilibrium sorption. Soil compressibility is rate-independent and as such CSTCRS1 is more appropriate for less-structured soils. The model is based on a dual-Lagrangian framework that separately tracks the motions of sold and fluid phases. The development of CSTCRS1 is first described and is followed by verification checks. Numeric examples are then presented to illustrate the effects of initial contamination distribution, transport conditions, applied strain rate, initial specimen height, and drainage and concentration boundary conditions on solute transport for CRS consolidation.
Recommended Citation
H. Pu and P. J. Fox, "Consolidation-induced Solute Transport for Constant Rate of Strain. I: Model Development and Simulation Results," Journal of Geotechnical and Geoenvironmental Engineering, vol. 141, no. 4, article no. 04014127, American Society of Civil Engineers, Apr 2015.
The definitive version is available at https://doi.org/10.1061/(ASCE)GT.1943-5606.0001171
Department(s)
Civil, Architectural and Environmental Engineering
International Standard Serial Number (ISSN)
1943-5606; 1090-0241
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 American Society of Civil Engineers, All rights reserved.
Publication Date
01 Apr 2015
Comments
National Science Foundation, Grant 1001023