Insight into Role of Clay-Fluid Molecular Interactions on Permeability and Consolidation Behavior of Na-Montmorillonite Swelling Clay
Swelling clays, also known as expansive clays, are encountered extensively all over the world. These clays are problematic for geotechnical engineering applications because of distress caused to structures and infrastructure as a result of swelling and swelling pressure. These clays are also often u...
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Published in | Journal of geotechnical and geoenvironmental engineering Vol. 138; no. 2; pp. 138 - 146 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
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Reston, VA
American Society of Civil Engineers
01.02.2012
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Abstract | Swelling clays, also known as expansive clays, are encountered extensively all over the world. These clays are problematic for geotechnical engineering applications because of distress caused to structures and infrastructure as a result of swelling and swelling pressure. These clays are also often used in geoenvironmental engineering applications because of their effective barrier properties as liner materials, e.g., in landfills, ponds, and cutoff trenches. In this study, we report the effect of dielectric constant of fluid on the permeability and consolidation characteristics of Na-montmorillonite swelling clay to investigate the role of clay-fluid molecular interactions on the macroscale properties of the clay. A new “porous rigid wall, flexible wall” permeability device specifically designed for swelling clays that allows for accurate measurement of permeability, swelling pressure and consolidation characteristics, and evaluation of microstructure of swelling clays with fluids with different polarities is used in this study. Results show that clay-fluid molecular interactions have a tremendous effect on the permeability and consolidation characteristics of swelling clay and its microstructure. |
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AbstractList | Swelling clays, also known as expansive clays, are encountered extensively all over the world. These clays are problematic for geotechnical engineering applications because of distress caused to structures and infrastructure as a result of swelling and swelling pressure. These clays are also often used in geoenvironmental engineering applications because of their effective barrier properties as liner materials, e.g., in landfills, ponds, and cutoff trenches. In this study, we report the effect of dielectric constant of fluid on the permeability and consolidation characteristics of Na-montmorillonite swelling clay to investigate the role of clay-fluid molecular interactions on the macroscale properties of the clay. A new "porous rigid wall, flexible wall" permeability device specifically designed for swelling clays that allows for accurate measurement of permeability, swelling pressure and consolidation characteristics, and evaluation of microstructure of swelling clays with fluids with different polarities is used in this study. Results show that clay-fluid molecular interactions have a tremendous effect on the permeability and consolidation characteristics of swelling clay and its microstructure. |
Author | Katti, Dinesh R Amarasinghe, Priyanthi M Katti, Kalpana S |
Author_xml | – sequence: 1 givenname: Priyanthi M surname: Amarasinghe fullname: Amarasinghe, Priyanthi M organization: North Dakota State Univ. , Dept. of Civil Engineering, , Fargo, ND 58108 – sequence: 2 givenname: Kalpana S surname: Katti fullname: Katti, Kalpana S organization: North Dakota State Univ. , Dept. of Civil Engineering, , Fargo, ND 58108 – sequence: 3 givenname: Dinesh R surname: Katti fullname: Katti, Dinesh R email: dinesh.katti@ndsu.edu organization: North Dakota State Univ. , Dept. of Civil Engineering, , Fargo, ND 58108 (corresponding author). E-mail |
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Keywords | Compression Swelling (material) Consolidation Cohesive soils Fourier-transformed infrared spectrometry Solvent Swelling clay Scanning electron microscopy Clay Solvents Swelling Montmorillonite Interaction Permeability Microstructures Experimental study Cohesive soil Clays Clay liners Microscopy Soil test Expansive soils Atterberg limits Interactions Microstructure Expansive soil |
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References | Amarasinghe, P. M.; Katti, K. S.; Katti, D. R. 2009; 337 LaGatta, M. D.; Boardman, B. T.; Cooley, B. H.; David, D. E. 1997; 123 Uppot, J. O.; Stephenson, R. W. 1989; 115 Mesri, G.; Olson, R. E. 1971; 19 Ruhl, J. L.; Daniel, D. E. 1997; 123 Shackelford, C. D.; Benson, C. H.; Katsumi, T.; Edil, T. B.; Lin, L. 2000; 18 Gleason, M. H.; Daniel, D. E.; Eykholt, G. R. 1997; 123 Budhu, M.; Giese, R. F.; Campbell, G.; Baumgrass, L. 1991; 28 Moavenian, M. H.; Yasrobi, S. S. 2008; 39 Bowders, J. J.; Tan, J. P.; Daniel, D. E. 1997; 123 Lewis, T. W.; Pivonka, P.; Fityus, S. G.; Smith, D. W. 2009; 36 Abdul, A. S.; Gibson, T. L.; Rai, D. N. 1990; 28 Katti, K. S.; Katti, D. R. 2006; 22 Kaya, A.; Fang, H. Y. 2000; 37 Candelaria, L. M.; Matsumoto, M. R. 2000; 38 Hewitt, R. D.; Daniel, D. E. 1997; 123 Amarasinghe, P. M.; Katti, K. S.; Katti, D. R. 2008; 62 Samarasinghe, A. M.; Huang, Y. H.; Drnevich, V. P. 1983; 109 Keijzer, T. J. S.; Kleingeld, P. J.; Loch, J. P. G. 1999; 53 Anderson, D. C. 1982; 52 Fernandez, F.; Quigley, R. M. 1985; 22 Di Maio, C.; Santoli, L.; Schiavone, P. 2004; 36 Jo, H. Y.; Katsumi, T.; Benson, C. H.; Edil, T. B. 2001; 127 Daniel, D. E.; Trantwein, S. I.; Boyanton, S. S.; Foreman, D. E. 1984; 7 e_1_3_2_27_1 e_1_3_2_28_1 Anderson D. C. (e_1_3_2_5_1) 1982; 52 e_1_3_2_20_1 e_1_3_2_21_1 e_1_3_2_22_1 e_1_3_2_23_1 Anderson D. C. (e_1_3_2_6_1) 1985 e_1_3_2_24_1 e_1_3_2_25_1 e_1_3_2_26_1 e_1_3_2_16_1 e_1_3_2_9_1 e_1_3_2_17_1 e_1_3_2_8_1 e_1_3_2_18_1 e_1_3_2_7_1 e_1_3_2_19_1 e_1_3_2_2_1 e_1_3_2_30_1 e_1_3_2_10_1 Van Olphen H. (e_1_3_2_31_1) 1979 e_1_3_2_11_1 e_1_3_2_32_1 e_1_3_2_12_1 e_1_3_2_13_1 e_1_3_2_4_1 e_1_3_2_14_1 e_1_3_2_3_1 e_1_3_2_15_1 Terzaghi K. (e_1_3_2_29_1) 1968 |
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Snippet | Swelling clays, also known as expansive clays, are encountered extensively all over the world. These clays are problematic for geotechnical engineering... |
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SubjectTerms | Applied sciences Buildings. Public works Clay (material) Consolidation Exact sciences and technology Fluid dynamics Fluid flow Geoenvironmental engineering Geotechnics Molecular interactions Permeability Soil investigations. Testing Swelling TECHNICAL PAPERS |
Title | Insight into Role of Clay-Fluid Molecular Interactions on Permeability and Consolidation Behavior of Na-Montmorillonite Swelling Clay |
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