Experimental study for temperature effect on swelling pressures during saturation of bentonites

Swelling pressure tests were conducted at 25, 50, and 80°C to elucidate the temperature effect on swelling pressures at peak, valley, re-peak and equilibrium points (ppeak, pvalley, pre-peak, and peq) in swelling pressure evolution curve. Three powder bentonites (Kunigel-V1, Volclay, and Kunibond) a...

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Veröffentlicht in:Soils and foundations 2022-12, Vol.62 (6), p.101245, Article 101245
Hauptverfasser: Ruan, Kunlin, Wang, Hailong, Komine, Hideo, Ito, Daichi
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Sprache:eng
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Zusammenfassung:Swelling pressure tests were conducted at 25, 50, and 80°C to elucidate the temperature effect on swelling pressures at peak, valley, re-peak and equilibrium points (ppeak, pvalley, pre-peak, and peq) in swelling pressure evolution curve. Three powder bentonites (Kunigel-V1, Volclay, and Kunibond) and two granular bentonites (MX-80 and Kunigel-GX) were used to investigate the grain size effect on ppeak, pvalley, pre-peak, and peq at different temperatures. Experimentally obtained results were the followings. 1) For the powder bentonites, ppeak, pvalley, pre-peak, and peq increased with the increase of dry density and rose with increasing temperature; 2) For the granular bentonites, ppeak, pvalley, pre-peak, and peq decreased as temperature rose and increased as dry density rose; 3) All five bentonites were found to have larger values for (peq-pvalley) at higher dry density and lower temperature conditions. Swellings and montmorillonite fabric unit interactions during saturation were discussed with swelling pressure evolution curve. Temperature effect on peq was carefully explained.
ISSN:0038-0806
DOI:10.1016/j.sandf.2022.101245