Abstract
Consolidation-induced solute transport is an important process for a variety of engineering applications involving contaminated soil and other compressible porous media. This note presents a benchmark problem and numerical solutions for solute transport caused by one-dimensional consolidation of a saturated contaminated soil layer under large strain conditions. The solutions describe solute breakthrough and concentration profiles and can be used to check the accuracy of other analytical and numerical models. With regard to consolidation, the solutions account for vertical strain, soil self-weight, nonlinear constitutive relationships, and changing material properties during the consolidation process. With regard to solute transport, the solutions account for advection, diffusion, dispersion, and linear equilibrium sorption.
| Original language | English (US) |
|---|---|
| Article number | 06018001 |
| Journal | Journal of Geotechnical and Geoenvironmental Engineering |
| Volume | 144 |
| Issue number | 3 |
| DOIs | |
| State | Published - Mar 1 2018 |
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All Science Journal Classification (ASJC) codes
- Environmental Science(all)
- Geotechnical Engineering and Engineering Geology
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Benchmark problem for large strain consolidation-induced solute transport. / Pu, Hefu; Fox, Patrick Joseph; Shackelford, Charles D.
In: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 144, No. 3, 06018001, 01.03.2018.Research output: Contribution to journal › Article
TY - JOUR
T1 - Benchmark problem for large strain consolidation-induced solute transport
AU - Pu, Hefu
AU - Fox, Patrick Joseph
AU - Shackelford, Charles D.
PY - 2018/3/1
Y1 - 2018/3/1
N2 - Consolidation-induced solute transport is an important process for a variety of engineering applications involving contaminated soil and other compressible porous media. This note presents a benchmark problem and numerical solutions for solute transport caused by one-dimensional consolidation of a saturated contaminated soil layer under large strain conditions. The solutions describe solute breakthrough and concentration profiles and can be used to check the accuracy of other analytical and numerical models. With regard to consolidation, the solutions account for vertical strain, soil self-weight, nonlinear constitutive relationships, and changing material properties during the consolidation process. With regard to solute transport, the solutions account for advection, diffusion, dispersion, and linear equilibrium sorption.
AB - Consolidation-induced solute transport is an important process for a variety of engineering applications involving contaminated soil and other compressible porous media. This note presents a benchmark problem and numerical solutions for solute transport caused by one-dimensional consolidation of a saturated contaminated soil layer under large strain conditions. The solutions describe solute breakthrough and concentration profiles and can be used to check the accuracy of other analytical and numerical models. With regard to consolidation, the solutions account for vertical strain, soil self-weight, nonlinear constitutive relationships, and changing material properties during the consolidation process. With regard to solute transport, the solutions account for advection, diffusion, dispersion, and linear equilibrium sorption.
UR - http://www.scopus.com/inward/record.url?scp=85040512785&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85040512785&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)GT.1943-5606.0001826
DO - 10.1061/(ASCE)GT.1943-5606.0001826
M3 - Article
AN - SCOPUS:85040512785
VL - 144
JO - Journal of Geotechnical and Geoenvironmental Engineering - ASCE
JF - Journal of Geotechnical and Geoenvironmental Engineering - ASCE
SN - 1090-0241
IS - 3
M1 - 06018001
ER -