Temperature effects on geotechnical and hydraulic properties of bentonite hydrated with inorganic salt solutions

H. M. A. Rashid, K. Kawamoto, T. Saito, T. Komatsu, Y. Inoue, Per Møldrup

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

2 Citationer (Scopus)

Abstract

© 2015, International Journal of GEOMATE. This study investigated the combined effect of temperature and single-species salt solutions on geotechnical properties (swell index and liquid limit) and hydraulic conductivity of bentonite applying different cation types, concentrations, and temperatures. Results showed that both the swell index and the liquid limit decreased with an increase in salt concentration irrespective of the type of cation. Monovalent cations showed higher values of the swell index and the liquid limit compared to divalent cations. In general, the swell index of bentonite increased whereas the liquid limit decreased with increasing temperature for all cation types and concentrations. Significant and high correlations were found between swell index and liquid limit of bentonite at all three temperatures. Hydraulic conductivity of bentonite was found to increase with increasing temperature. No significant change in hydraulic conductivity with time was observed for all concentrations and cation types, and, overall, concentration and valance of cations had little effect on the hydraulic conductivity of bentonite.
OriginalsprogEngelsk
TidsskriftInternational Journal of GEOMATE
Vol/bind8
Udgave nummer1
Sider (fra-til)1172-1179
Antal sider8
ISSN2186-2982
StatusUdgivet - 2015

Emneord

  • Bentonite
  • Hydraulic conductivity
  • Liquid limit
  • Swell index
  • Temperature effects

Fingeraftryk

Dyk ned i forskningsemnerne om 'Temperature effects on geotechnical and hydraulic properties of bentonite hydrated with inorganic salt solutions'. Sammen danner de et unikt fingeraftryk.

Citationsformater