收藏切换
Reinforcement and carbon dioxide sequestration in soft soil treated with triethanolamine-modified ternary eco-binder
收藏切换
PDF
Zhuoyu Duana, Dongxing Wanga, b, c, *, Yong Zoua, Hao Luoa
Journal of Rock Mechanics and Geotechnical Engineering | 2026, 18(5) : 4081 - 4093
Less
收藏切换
Journal of Rock Mechanics and Geotechnical Engineering | 2026, 18(5): 4081-4093
Full Length Article
Reinforcement and carbon dioxide sequestration in soft soil treated with triethanolamine-modified ternary eco-binder
Full
Zhuoyu Duana, Dongxing Wanga, b, c, *, Yong Zoua, Hao Luoa
Affiliations
  • aSchool of Civil Engineering, Wuhan University, 8 Dong Hu South Road, Wuhan, 430072, China
  • bKey Laboratory of Rock Mechanics in Hydraulic Structural Engineering of the Ministry of Education, Wuhan University, Wuhan, 430072, China
  • cSchool of Civil Engineering, University of South China, Hengyang, 421001, China
  • Dr. Dongxing Wang is currently full Professor and PhD supervisor of School of Civil Engineering, Wuhan University. He obtained the PhD degree from Lille 1 University of Science and Technology, France. From September 2018 to December 2019, he was a visiting scholar at Royal Institute of Technology, Sweden. He is an editorial board member and a guest editor of Marine Georesources and Geotechnology. Especially, he is Distinguished Young Scholar granted by Natural Science Foundation of both Hubei Province and Hunan Province, China. His research interests include solidification/stabilization of problematic soils, ground improvement, tunnel construction, and urban underground space development.

Published: 2026-05-25 doi: 10.1016/j.jrmge.2025.08.023
Outline
收藏切换

To realize the soil reinforced through the carbonation of ternary binder under ambient pressure and mild conditions, the present study introduces triethanolamine (TEA), which serves as an effective carbonation accelerator. Through the unconfined compressive strength (UCS) test, the soft soil solidified with ternary eco-binder consisting of ground granulated blast-furnace slag (GGBS), metakaolin (MK), and calcium carbide residue (CCR), subjected to carbonation, is investigated. The effect of TEA on the carbonation of soil is evaluated by the UCS and the CO2 mineralization. This study clarifies the influence factors, including the initial water content, TEA dosage, binder constituent ratio, and content. The optimal binder constituent ratio for the strength growth and carbonation efficiency of carbonated soil is approximately 4:4:2 for GGBS, CCR, and MK, respectively. The incorporation of TEA at a low dosage (<0.15 %) enhances the strength of carbonated soil, whereas the high dosages impair the strength. The synergistic effect of TEA and carbonation further improves the strength and compressibility of soil. The soil with 1.5 % TEA carbonated for 7d exhibits a 44.8 % increase in strength compared to that without TEA, which is attributed to a 2.2-fold increase in carbonation efficiency. The addition of TEA accelerates the ion dissolution and CO2 dispersion, promoting the carbonation reaction in soft soil. Calcite and aragonite precipitate during carbonation, contributing to the strength development of soil. The carbonates phase difference and the pore structure density with different TEA dosages are also demonstrated to be the strength influence factors.

Soft soil  /  Carbonation  /  Industrial wastes  /  Solidification  /  Triethanolamine
Zhuoyu Duan, Dongxing Wang, Yong Zou, Hao Luo. Reinforcement and carbon dioxide sequestration in soft soil treated with triethanolamine-modified ternary eco-binder[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2026 , 18 (5) : 4081 -4093 . DOI: 10.1016/j.jrmge.2025.08.023
  • National Natural Science Foundation of China(U24A20183)
  • Science Fund for Distinguished Young Scholars of Hubei Province(2024AFA051)
  • Youth Science Fund (A-class) of Hunan Natural Science Foundation(2025JJ20049)
Year 2026 volume 18 Issue 5
PDF
1
0
Cite this Article
BibTeX
Article Info
doi: 10.1016/j.jrmge.2025.08.023
  • Receive Date:2025-02-16
  • Online Date:2026-06-17
  • Published:2026-05-25
Article Data
Affiliations
History
  • Received:2025-02-16
  • Revised:2025-06-15
  • Accepted:2025-08-18
Funding
National Natural Science Foundation of China(U24A20183)
Science Fund for Distinguished Young Scholars of Hubei Province(2024AFA051)
Youth Science Fund (A-class) of Hunan Natural Science Foundation(2025JJ20049)
Affiliations
    aSchool of Civil Engineering, Wuhan University, 8 Dong Hu South Road, Wuhan, 430072, China
    bKey Laboratory of Rock Mechanics in Hydraulic Structural Engineering of the Ministry of Education, Wuhan University, Wuhan, 430072, China
    cSchool of Civil Engineering, University of South China, Hengyang, 421001, China

Corresponding:

* Corresponding author. School of Civil Engineering, Wuhan University, 8 Dong Hu South Road, Wuhan, 430072, China E-mail address: (D. Wang).
References
Share
https://castjournals.cast.org.cn/joweb/jrmge/EN/10.1016/j.jrmge.2025.08.023
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT