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The free swell test value is given by: {text{Free swelling value }} = frac{{{text{V}}_{2} 10}}{10} times 100 (3)where V2 is in cm3.
However, light timber briquettes had greater Compressive Strength, Swelling Value (i.e., less resistance to humidity) and Shatter Index than dense wood briquettes: C. pentandra > Mixed type > A.
A significant higher free swelling value was observed in experiments carried out using wastewater treated soil samples.
The equilibrium swelling value of biomineralized (CaCO3) PVP CMC hydrogel is higher in US compared to PS and GS.
Considering Fig. 17 it can be seen that in s/d ratio which equals 2, swelling value of the soil is more than s/d ratio which equals 3 or 4. It can be concluded that implementation of stone columns group until distance of columns are less than a determined limit, swelling value of the soil is increased.
The cross-link densities of the composites were determined using the Flory-Rehner equation by swelling value measurement [50, 51] according to the relation ν = − ln ( 1 − V r ) + V r + χ V r 2 ρ o V s × V r 1 / 3 − V r / 2 = 1 M C Open image in new window (3).
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However, the equilibrium swelling values only show slight dependences on the previous soaking pH and temperature.
The internal swelling values under different boundary conditions were calculated by using the well-measured permeability from two published papers.
Theoretical swelling values have been derived from Flory–Huggins thermodynamics by using the equilibrium sorption data of the pure component.
These differences in Ks values were associated with higher swelling values in the cultivated soils than in the savannah-woodland soil.
The differences in the swelling values were manifested at the field scale, where the cracking in the cultivated soils was more intense than in the savannah soil.
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