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Induced stresses and displacements on the soil mass were investigated.
Carbonates constitute a significant proportion of the soil mass in many semi-arid soils.
One of the most important geotechnical properties of a soil mass is compressibility.
Changes in SOC mass were estimated by the 'equivalent soil mass' concept.
As the water content increases, the soil mass gradually starts to behave like a viscous liquid.
Larger particles tended to migrate from the soil mass during the saturation process.
We found the press roller with the rubber bulge (h2) has the smallest soil mass adhered.
The vertical surcharge pressure distribution within the soil mass is calculated using the Boussinesq solution.
The SOC was calculated on depth and equivalent soil mass bases.
The observed soil mass losses for the confined soil systems are much smaller.
Moreover, the contribution of soil mass in the dynamic motion of foundations is often neglected.
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