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Benson, Craig H., Meer, Stephen R. (2009) Relative Abundance of Monovalent and Divalent Cations and the Impact of Desiccation on Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering, 135 (3). 349-358 doi:10.1061/(asce)1090-0241(2009)135:3(349)

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Reference TypeJournal (article/letter/editorial)
TitleRelative Abundance of Monovalent and Divalent Cations and the Impact of Desiccation on Geosynthetic Clay Liners
JournalJournal of Geotechnical and Geoenvironmental Engineering
AuthorsBenson, Craig H.Author
Meer, Stephen R.Author
Year2009 (March)Volume135
Issue3
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)1090-0241(2009)135:3(349)Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID9704880Long-form Identifiermindat:1:5:9704880:0
GUID0
Full ReferenceBenson, Craig H., Meer, Stephen R. (2009) Relative Abundance of Monovalent and Divalent Cations and the Impact of Desiccation on Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering, 135 (3). 349-358 doi:10.1061/(asce)1090-0241(2009)135:3(349)
Plain TextBenson, Craig H., Meer, Stephen R. (2009) Relative Abundance of Monovalent and Divalent Cations and the Impact of Desiccation on Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering, 135 (3). 349-358 doi:10.1061/(asce)1090-0241(2009)135:3(349)
In(2009, March) Journal of Geotechnical and Geoenvironmental Engineering Vol. 135 (3) American Society of Civil Engineers (ASCE)

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Meer, Stephen R., Benson, Craig H. (2007) Hydraulic Conductivity of Geosynthetic Clay Liners Exhumed from Landfill Final Covers. Journal of Geotechnical and Geoenvironmental Engineering, 133 (5). 550-563 doi:10.1061/(asce)1090-0241(2007)133:5(550)
Leshchinsky, Dov (2009) On Global Equilibrium in Design of Geosynthetic Reinforced Walls. Journal of Geotechnical and Geoenvironmental Engineering, 135 (3). 309-315 doi:10.1061/(asce)1090-0241(2009)135:3(309)
Kolstad, Dale C., Benson, Craig H., Edil, Tuncer B. (2004) Hydraulic Conductivity and Swell of Nonprehydrated Geosynthetic Clay Liners Permeated with Multispecies Inorganic Solutions. Journal of Geotechnical and Geoenvironmental Engineering, 130 (12). 1236-1249 doi:10.1061/(asce)1090-0241(2004)130:12(1236)
Michalowski, Radoslaw L. (2009) Critical Pool Level and Stability of Slopes in Granular Soils. Journal of Geotechnical and Geoenvironmental Engineering, 135 (3). 444-448 doi:10.1061/(asce)1090-0241(2009)135:3(444)
Wright, Stephen G. (2009) Introduction of James K. Mitchell, Recipient of the 2004 H. Bolton Seed Medal. Journal of Geotechnical and Geoenvironmental Engineering, 135 (8). 997 doi:10.1061/(asce)1090-0241(2009)135:8(997)
Benson, Craig H., Thorstad, Patricia A., Jo, Ho-Young, Rock, Steven A. (2007) Hydraulic Performance of Geosynthetic Clay Liners in a Landfill Final Cover. Journal of Geotechnical and Geoenvironmental Engineering, 133 (7). 814-827 doi:10.1061/(asce)1090-0241(2007)133:7(814)
Seo, H., Basu, D., Prezzi, M., Salgado, R. (2009) Load-Settlement Response of Rectangular and Circular Piles in Multilayered Soil. Journal of Geotechnical and Geoenvironmental Engineering, 135 (3). 420-430 doi:10.1061/(asce)1090-0241(2009)135:3(420)
Turan, A., Hinchberger, S. D., El Naggar, M. H. (2009) Mechanical Characterization of an Artificial Clay. Journal of Geotechnical and Geoenvironmental Engineering, 135 (2). 280-290 doi:10.1061/(asce)1090-0241(2009)135:2(280)
Lee, Jae-Myung, Shackelford, Charles D., Benson, Craig H., Jo, Ho-Young, Edil, Tuncer B. (2005) Correlating Index Properties and Hydraulic Conductivity of Geosynthetic Clay Liners. Journal of Geotechnical and Geoenvironmental Engineering, 131 (11). 1319-1329 doi:10.1061/(asce)1090-0241(2005)131:11(1319)
Rifai, Sami M., Miller, Carol J. (2009) Theoretical Assessment of Increased Tensile Strength of Fibrous Soil Undergoing Desiccation. Journal of Geotechnical and Geoenvironmental Engineering, 135 (12). 1857-1862 doi:10.1061/(asce)1090-0241(2009)135:12(1857)
Kamruzzaman, A. H., Chew, S. H., Lee, F. H. (2009) Structuration and Destructuration Behavior of Cement-Treated Singapore Marine Clay. Journal of Geotechnical and Geoenvironmental Engineering, 135 (4). 573-589 doi:10.1061/(asce)1090-0241(2009)135:4(573)
 
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