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Vertisols are characterized by a content of 30 percent or more by mass of clay-size particles throughout the upper half-metre (1.6 feet) of the soil profile, by centimetre-size (0.4-inch) cracks open to the land surface during the dry season, and by distinct evidence of strong vertical mixing of the soil particles through shrinking and swelling processes accompanying drying and rewetting periods.
Initialisation of swelling processes by earthquakes was excluded (Sass and Burbaum 2012).
Two swelling processes were specifically designed to measure the water sensing of the composites.
Therefore, the knowledge of groundwater flow systems at the tunnel and adjacent areas is essential to better understand the swelling processes.
Knowledge of the hydrogeological situation and the groundwater flow systems at the tunnel is essential to better understand the swelling processes.
Aggressive swelling processes at 80 °C favored desilication, damaging the layers structure in case of C12TA+ while pillared materials are obtained after swollen with C16TA+ and C18TA+ surfactants.
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In the swelling process, the anions on the hydrogels ionize initially and the hydrogel surface swells due to the electrostatic repulsion of the ionized groups.
Another important fact is that the swelling process is reversible.
Figure 4f shows the cross section of the filled pipe after accomplishing the swelling process.
Additionally, swelling process directly determined the modes of actions of resulting gelatin hydrolysates.
Additionally, pretreatment of skin via swelling process might affect the hydrolysis by protease used.
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