TY - JOUR
T1 - Model investigation of the low-carbon MgO-treated soil foundation based on CO2 overall carbonation
AU - Cai, Guanghua
AU - Liu, Songyu
AU - Zhong, Yuqing
AU - Poon, Chisun
AU - Li, Jiangshan
N1 - Prof. Guanghua Cai received his PhD at Southeast University, China in 2017 and then took the position of lecturer and associate professor at Nanjing Forestry University, China, and postdoctoral fellow at Hong Kong Polytechnic University, China. His research areas include soft ground improvement, sustainable construction materials, solid waste recycling, and geo-environmental engineering. He is principal investigator (PI) of projects sponsored by the National Natural Science Foundation of China (NSFC), the Natural Science Foundation of Jiangsu Higher Education Institutions of China and Ministry of Housing and Urban-rural Development Science and Technology Project. Prof. Cai is a member of Youth Working Committee of Environmental Geotechnical Engineering Branch of Chinese Society for Rock Mechanics and Engineering (CSRME), Youth Working Committee of Soil Mechanics and Geotechnical Branch of Chinese Civil Engineering Society, Youth Working Committee of Foundation Committee of Jiangsu Civil and Architectural Society, and Working Committee of Geotechnical Engineering Branch of Nanjing Architectural Society. Prof. Cai has authored 30 research papers in international famous journals, and obtained 25 national-authorized invention patents (including 3 international invention patents) and first prize of Science and Technology Progress of Architectural Society of China. He has been serving as a reviewer in many international journals.
Publisher Copyright:
© 2023 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
PY - 2023/11
Y1 - 2023/11
N2 - The overall carbonation of MgO-admixed soil provides not only an efficient and environmentally friendly technique for improving soft ground but also a permanently safe solution for CO2 sequestration. To evaluate the carbon sequestration potential and promote the carbonation application in soil improvement, a laboratory-scale model investigation is designed under pressurized carbonation considering the influences of MgO dosage and CO2 ventilation mode (way). The temperature, dynamic resilience modulus, and dynamic cone penetration (DCP) were tested to assess the carbonation treatment effect. The physical, strength, and microscopic tests were also undertaken to reveal the evolution mechanisms of CO2 migration in the MgO-carbonated foundation. The results indicate that the temperature peaks of MgO-treated foundation emerge at ∼20 h during hydration, but occur at a distance of 0–25 cm from the gas source within 6 h during carbonation. The dynamic resilience moduli of the model foundation increase by more than two times after carbonation and the DCP indices reduce dramatically. As the distance from the gas inlet increases, the bearing capacity, strength, and carbon sequestration decrease, whereas the moisture content increases. Compared to the end ventilation, the middle ventilation produces a higher carbonation degree and a wider carbonation area. The cementation and filling of nesquehonite and dypingite/hydromagnesite are verified to be critical factors for carbonation evolution and enhancing mechanical performances. Finally, the overall carbonation model is described schematically in three stages of CO2 migration. The outcomes would help to facilitate the practical application of CO2 sequestration in soil treatment.
AB - The overall carbonation of MgO-admixed soil provides not only an efficient and environmentally friendly technique for improving soft ground but also a permanently safe solution for CO2 sequestration. To evaluate the carbon sequestration potential and promote the carbonation application in soil improvement, a laboratory-scale model investigation is designed under pressurized carbonation considering the influences of MgO dosage and CO2 ventilation mode (way). The temperature, dynamic resilience modulus, and dynamic cone penetration (DCP) were tested to assess the carbonation treatment effect. The physical, strength, and microscopic tests were also undertaken to reveal the evolution mechanisms of CO2 migration in the MgO-carbonated foundation. The results indicate that the temperature peaks of MgO-treated foundation emerge at ∼20 h during hydration, but occur at a distance of 0–25 cm from the gas source within 6 h during carbonation. The dynamic resilience moduli of the model foundation increase by more than two times after carbonation and the DCP indices reduce dramatically. As the distance from the gas inlet increases, the bearing capacity, strength, and carbon sequestration decrease, whereas the moisture content increases. Compared to the end ventilation, the middle ventilation produces a higher carbonation degree and a wider carbonation area. The cementation and filling of nesquehonite and dypingite/hydromagnesite are verified to be critical factors for carbonation evolution and enhancing mechanical performances. Finally, the overall carbonation model is described schematically in three stages of CO2 migration. The outcomes would help to facilitate the practical application of CO2 sequestration in soil treatment.
KW - Engineering properties
KW - Microscopic characteristics
KW - Model investigation
KW - Overall carbonation
KW - Reactive MgO
UR - http://www.scopus.com/inward/record.url?scp=85165271274&partnerID=8YFLogxK
U2 - 10.1016/j.jrmge.2023.02.018
DO - 10.1016/j.jrmge.2023.02.018
M3 - Journal article
AN - SCOPUS:85165271274
SN - 1674-7755
VL - 15
SP - 2901
EP - 2916
JO - Journal of Rock Mechanics and Geotechnical Engineering
JF - Journal of Rock Mechanics and Geotechnical Engineering
IS - 11
ER -