Carbon Sequestration Capacity of Stabilized Soft Clays with Recycled Binders

岩土工程 固碳 环境科学 碳纤维 地质学 废物管理 材料科学 工程类 复合材料 二氧化碳 化学 有机化学 复合数
作者
Bruk Belay Dejenie,Ammavajjala Sesha Sai Raghuram,Leena Korkiala-Tanttu,Juha Forsman,Henry Gustavsson
出处
期刊:Geotechnical Testing Journal [ASM International]
卷期号:47 (1): 5-21 被引量:1
标识
DOI:10.1520/gtj20220221
摘要

ABSTRACT This study estimates the CO2 sequestration capacity of Malmi clay stabilized with various recycled binders tested in laboratory conditions. Carbonation experiments were performed on stabilized samples using an autoclave and a carbonation chamber. Results revealed that the rate of carbonation differs significantly when carbonation is performed using a carbonation chamber or an autoclave. After 1 day in room temperature, the carbonated-stabilized samples were kept in the carbonation chamber for 13 days or in the autoclave for 5 days. Additionally, the reference samples were cured for 14 and 28 days to estimate the effect of CO2 sequestration capacity on curing time. Further, thermogravimetric analysis (TGA) was used to measure the CO2 intake. The findings indicated that the CO2 sequestration capacity of carbonated-stabilized soil for the recycled binders ranged from 2.8 % to 4.1 % of dry mass of the mixture. The CO2 intake was found to be 4.1 %, 3.5 %, 3.0 %, and 2.8 %/dry mass of the mixture for cement type I (CEMI), cement type III (CEMIII), GTC (gypsum + slaked lime + CEMIII), and biomass fly ash + CEMII (BFA + CEMII) stabilized clay, respectively. Ultimately, GTC binder was found to have the greatest potential to be carbon negative. The present study shows that it may be potential to create stabilization technique, which can be carbon negative especially by using recycled binder materials.

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