Volume change effects on solute transport in clay under consolidation

Geotechnical Practice Publication

Volumn 1, Issue , 2004, Pages 105-115

  Alshawabkeh, Akram N ^a   Rahbar, Nima ^b   Sheahan, Thomas C ^a   Tang, Guoping ^a  

^a Northeastern University   (United States)

^b Princeton University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BROMINE; CLAY; DRAINAGE; IMPURITIES; KAOLIN; MONITORING; WATER;

CONTAMINANT TRANSPORT; CONTINOUS FLOW; KAOLINITE SAMPLE; SOLUTE TRANSPORT;

GEOTECHNICAL ENGINEERING;

EID: 4544347145     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40735(143)9     Document Type: Conference Paper

References (10)

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3. Freeze, R. A., and Cherry, J. A. 1979. Ground-water. Prentice-Hall, Upper Saddle River, New Jersey, 604 pages.
4. Goodall, D. C., and Quigley, R. M.(1977). "Pollutant migration from two sanitary landfills sites near sarnia, Ontario." Canadian Geotechnical Journal, 14(2), 223-236.
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9. Shackelford C. D. and Daniel, D. E. (1991b) "Diffusion in Saturated Soils. II: Results for compacted Clay," Journal of Geotechnical Engineering, ASCE, 117(3): 485-506.
10. Smith, D. W. (2000) "One-dimensional Contaminant Transport through a Deforming Porous Medium: theory and a solution for a quasi-steady-state problem," International Journal for Numerical and Analytical Methods in Geomechanics, 24: 693-722.