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The confined swelling pressure test results indicated that the cement had a greater effect in reducing vertical swelling pressure than the lateral swelling pressure of the soils during one-dimensional swelling.
Results show that swelling pressure changes with time nonlinearly, while there is a linear relationship between time/swelling pressure and time.
An exponential relationship between swelling pressure and dry density of highly-compacted GMZ bentonite was determined for the prediction of swelling pressure.
The swelling pressure experiments were conducted with solvents of various natures.
The results show that there is an exponential relationship between swelling pressure and dry density.
Each solution reacted differently with the bentonite, resulting in different mineralogy and swelling pressure (SWP).
Swelling pressure was lower than originally foreseen due to the slow reconsolidation of the host rock.
It is found that low molecular weight free chains significantly increase the swelling pressure.
Swelling pressure measurements were carried out to investigate the swelling behavior of Ca-bentonite.
The initial state of stress was defined as the measured swelling pressure which is a function of the soil depth.
This type of behavior can also be explained on the basis of osmotic swelling pressure (πion) (Horkay et al. 2000).
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