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Type: Semi-free swelling
Methods: µCT
Tags: hydraulic mechanical chemical
Description: The sample is placed into a cylindrical volume, where it is wetted axially from one end. It can swell 4 mm, after that total volume remains constant. Results include bentonite and liquid content as a function of axial position, and axial swelling stress measured from both ends of the sample.
Contact
Name: Joni Tanttu
Institute
Name: University of Jyväskylä
Abbreviation: JyU
Website: www.jyu.fi
Article
Reference: Tanttu J., Harjupatana T., Miettinen A., Kataja M. Monitoring semi-free swelling and liquid transport in bentonites using X-ray radiography
Status: In press
Bentonite
Name: purified sodium montmorillonite
Supplier: Clay Technology AB
Mineralogical composition
Montmorillonite: 95.4 wt%
Quartz: 4 wt%
Cristobalite: 0.6 wt%
Cation exchange capacity: 0.97 eq/kg
Fluid
Name: NaCl water
Composition
Na+: 3.5 mmol/l
Ca2+: 0 mmol/l
Cl-: 3.5 mmol/l
Ionic strength: 3.5 mmol/l
Initial conditions
Bentonite dry density: 1.8 g/cm3
Bentonite liquid content: 0.19 
Geometry
Type: Cylinder
Diameter: 20 mm
Height: 10 mm
Boundaries
Top: stationary after 4 mm free swelling
Bottom: stationary
Lateral: stationary

Results

05010015020025030035000.20.40.60.811.21.4
Layer 1Layer 2Layer 3Layer 4Layer 5Layer 6Layer 7Layer 8Layer 9Layer 10Layer positions
0501001502002503003500.40.60.811.21.41.6
Layer 1Layer 2Layer 3Layer 4Layer 5Layer 6Layer 7Layer 8Layer 9Layer 10Partial density of bentonite
05010015020025030035000.20.40.60.811.2
Stress (wetting end)Stress (dry end)Axial stress

Attachments

E8R1.webm

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