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Experiment CC91
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Type
: Volumetric compaction
Tags
:
mechanical
Methods
: triaxial
Description
: The sample is placed into a cylindrical volume, where a cyclic loading and unloading is done in triaxial apparatus. The sample is compacted to NaN MPa.
Contact
Name
: Sharma Mrityunjai
Email
:
mrityunjai.sharma@vtt.fi
Institute
Name
: VTT Technical Research Center of Finland
Abbreviation
: VTT
Website
: www.vttresearch.fi
Bentonite
Name
: Wyoming Na
Cation exchange capacity
: $\pu{0.88 eq/kg}$
Fluid
Name
: Water
Composition
Na
: $\pu{1.95 mmol/l}$
Ca
: $\pu{0.56727272727273 mmol/l}$
Cl
: $\pu{3.0845454545455 mmol/l}$
Ionic strength
: $\pu{3.6518181818182 mmol/l}$
Initial conditions
Bentonite dry density
: $\pu{1559.4181653421 g/l}$
Bentonite liquid content
Value
: 0.1721
Geometry
Type
: Cylinder
Diameter
: $\pu{20 mm}$
Height
: $\pu{10 mm}$
Boundaries
Top
: cyclic loading/unloading
Bottom
: stationary
Lateral
: constant pressure
Mass of compacted sample
: $\pu{624.74 g}$
Volume of compacted sample
: $\pu{0.3418 m^3}$
Results
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