TY - JOUR
T1 - Physicochemical controls on initiation and evolution of desiccation cracks in sand-bentonite mixtures
T2 - X-ray CT imaging and stochastic modeling
AU - Gebrenegus, Thomas
AU - Ghezzehei, Teamrat A.
AU - Tuller, Markus
N1 - Funding Information:
The authors express their gratitude to the Department of Civil & Environmental Engineering at Washington State University (WSU) for access to the industrial FLASHCT™ scanning facility. We gratefully acknowledge support from the USDA Cooperative State Research, Education, and Extension Service under National Research Initiative (NRI) grants no. 2005-35107-16171 and no. 2004-35107-17988 , from the National Science Foundation (NSF) under grant no. EAR-0911242 , and from the Arizona Agricultural Experiment Station (AAES) .
PY - 2011/9/25
Y1 - 2011/9/25
N2 - The shrink-swell behavior of active clays in response to changes in physicochemical conditions creates great challenges for construction of geotechnical barriers for hazardous waste isolation, and is of significant importance for management of agricultural and natural resources. Initiation and evolution of desiccation cracks in active clays are strongly dependent on physicochemical initial and boundary conditions. To investigate effects of bentonite content (20, 40, 60%), pore fluid chemistry (0.05 and 0.5 M NaCl) and drying rates (40 and 60 °C) on cracking behavior, well-controlled dehydration experiments were conducted and X-ray Computed Tomography (CT) was applied to visualize and quantify geometrical features of evolving crack networks. A stochastic model based on the Fokker-Plank equation was adopted to describe the evolution of crack aperture distributions (CAD) and to assess the impact of physicochemical factors on cracking behavior. Analyses of crack porosity and crack specific surface area showed that both clay content and temperature had larger impact on cracking than pore fluid concentration. More cracks formed at high bentonite contents (40 and 60%) and at high drying rate (60 °C). The drift, diffusion and source terms derived from stochastic analysis indicated that evaporative demand had greater influence on the dynamics of the CAD than solution chemistry.
AB - The shrink-swell behavior of active clays in response to changes in physicochemical conditions creates great challenges for construction of geotechnical barriers for hazardous waste isolation, and is of significant importance for management of agricultural and natural resources. Initiation and evolution of desiccation cracks in active clays are strongly dependent on physicochemical initial and boundary conditions. To investigate effects of bentonite content (20, 40, 60%), pore fluid chemistry (0.05 and 0.5 M NaCl) and drying rates (40 and 60 °C) on cracking behavior, well-controlled dehydration experiments were conducted and X-ray Computed Tomography (CT) was applied to visualize and quantify geometrical features of evolving crack networks. A stochastic model based on the Fokker-Plank equation was adopted to describe the evolution of crack aperture distributions (CAD) and to assess the impact of physicochemical factors on cracking behavior. Analyses of crack porosity and crack specific surface area showed that both clay content and temperature had larger impact on cracking than pore fluid concentration. More cracks formed at high bentonite contents (40 and 60%) and at high drying rate (60 °C). The drift, diffusion and source terms derived from stochastic analysis indicated that evaporative demand had greater influence on the dynamics of the CAD than solution chemistry.
KW - Bentonite barriers
KW - Desiccation cracks
KW - Fokker-Plank equation
KW - Physicochemical conditions
KW - Stochastic modeling
KW - X-ray computed tomography
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U2 - 10.1016/j.jconhyd.2011.07.004
DO - 10.1016/j.jconhyd.2011.07.004
M3 - Article
C2 - 21903292
AN - SCOPUS:80355129158
SN - 0169-7722
VL - 126
SP - 100
EP - 112
JO - Journal of Contaminant Hydrology
JF - Journal of Contaminant Hydrology
IS - 1-2
ER -