Effect of High-Temperature History on the Swelling Characteristics and Chemical Composition of Kunigel-V1 Bentonite

Kunigel-V1 (KV1) bentonite samples were cured at 130, 200, and 300°C for 30, 60, 120, 240, 480, 1,000, and 1,500 days to grant them different temperature histories. Swelling strain and swelling pressure tests were conducted to obtain equilibrium swelling strains (εeq) and equilibrium swelling pressures (peq), respectively, to evaluate high-temperature history effects on swelling characteristics. Some specimens after swelling strain and swelling pressure tests were sent to X-ray diffraction (XRD) tests to get basal spacing of montmorillonite (d001). Subsequently, cured KV1 samples underwent methylene blue adsorption (MB), cation exchangeable capacity (CEC), leached cation (LC), and CaCO3 content (CCaCO3) tests. These tests showed the following: (1) temperature history affected εeq and d001 after swelling strain tests, but peq and d001 after swelling pressure tests were not affected; (2) MB and CEC were not affected by temperature history, which suggests that the montmorillonite amount was not affected by temperature history; (3) limited effects were found from temperature history to LCNa+, LCMg2+, and LCK+, while temperature history strongly affected LCCa2+; and 4) CCaCO3 was not affected under 130 and 200°C. However, it was found decreased under 300°C. Finally, temperature history effects on chemical compositions of KV1 were discussed carefully to elucidate temperature history effects on swelling characteristics.

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Publication Details

Journal
Journal of Geotechnical and Geoenvironmental Engineering
Published
2025-11-08
DOI
https://doi.org/10.1061/jggefk.gteng-13606
Primary Topic
Soil and Unsaturated Flow
Type
article
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article

Effect of High-Temperature History on the Swelling Characteristics and Chemical Composition of Kunigel-V1 Bentonite

Hideo Komine, Hailong Wang, Daichi Ito, Kunlin Ruan et al.
Journal of Geotechnical and Geoenvironmental Engineering
Soil and Unsaturated Flow
article

Effect of High-Temperature History on the Swelling Characteristics and Chemical Composition of Kunigel-V1 Bentonite

Hideo Komine, Hailong Wang, Daichi Ito, Kunlin Ruan, Haruya Suzuki, Qingyuan Zhao
article en

Abstract

Kunigel-V1 (KV1) bentonite samples were cured at 130, 200, and 300°C for 30, 60, 120, 240, 480, 1,000, and 1,500 days to grant them different temperature histories. Swelling strain and swelling pressure tests were conducted to obtain equilibrium swelling strains (εeq) and equilibrium swelling pressures (peq), respectively, to evaluate high-temperature history effects on swelling characteristics. Some specimens after swelling strain and swelling pressure tests were sent to X-ray diffraction (XRD) tests to get basal spacing of montmorillonite (d001). Subsequently, cured KV1 samples underwent methylene blue adsorption (MB), cation exchangeable capacity (CEC), leached cation (LC), and CaCO3 content (CCaCO3) tests. These tests showed the following: (1) temperature history affected εeq and d001 after swelling strain tests, but peq and d001 after swelling pressure tests were not affected; (2) MB and CEC were not affected by temperature history, which suggests that the montmorillonite amount was not affected by temperature history; (3) limited effects were found from temperature history to LCNa+, LCMg2+, and LCK+, while temperature history strongly affected LCCa2+; and 4) CCaCO3 was not affected under 130 and 200°C. However, it was found decreased under 300°C. Finally, temperature history effects on chemical compositions of KV1 were discussed carefully to elucidate temperature history effects on swelling characteristics.

Journal of Geotechnical and Geoenvironmental EngineeringVol. 152(1)
Waseda University (JP), Ibaraki University (JP), The University of Tokyo (JP)
Openalex Percentile: Top 65%
Soil and Unsaturated Flow
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Effect of High-Temperature History on the Swelling Characteristics and Chemical Composition of Kunigel-V1 Bentonite — Hideo Komine, Hailong Wang, et al. · Journal of Geotechnical and Geoenvironmental Engineering (2025) | TGRS Research Map | TGRS