Valorization of deep soil mixing residue in cement-based materials

被引:7
|
作者
Li, Yuelin [1 ]
Eyley, Samuel [2 ]
Thielemans, Wim [2 ]
Yuan, Qiang [3 ]
Li, Jiabin [1 ]
机构
[1] Katholieke Univ Leuven, Dept Civil Engn, Res Grp RecyCon Mat & Construct, Campus Bruges, B-8200 Brugge, Belgium
[2] Katholieke Univ Leuven, Dept Chem Engn, Sustainable Mat Lab, Campus Kulak Kortrijk,Etienne Sabbelaan 53, B-8500 Kortrijk, Belgium
[3] Cent South Univ, Natl Engn Lab High Speed Railway Construct, Sch Civil Engn, Changsha 410075, Peoples R China
关键词
Deep soil mixing residue (DSMR); Soil-cement waste; Recycling; Cement; Supplementary cementitious materials (SCMs); Calcination; Hydration; Strength; MARINE CLAY; FLY-ASH; CONSTRUCTION; REACTIVITY; PASTE;
D O I
10.1016/j.resconrec.2022.106597
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study examined the potential of recycling deep soil mixing residue (DSMR), a cement-soil waste, as a partial Portland cement substitute. The chemical and mineral compositions of DSMR before and after calcination were determined. For the calcined DSMR blended cement pastes, the compressive strength and phase assemblage (characterized using TGA and XRD) were evaluated. Results revealed pozzolanic and hydraulic properties of the calcined DSMR, due to the formation of reactive calcium-rich glassy phases and hydraulic C2S. The calcined DSMR can contribute to the strength development of cement because of the pozzolanic reactions and the formation of additional hydrates. With up to 20% calcined DSMR, negligible side-effect on the strength of the blended cement paste was noticed. The compressive strength development of the blended cement pastes was linearly correlated to the reactive phase content in the calcined DSMR. This work demonstrated the potential of using DSMR to develop greener composite cement.
引用
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页数:18
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