Green utilization of modified biomass by-product rice husk ash: A novel eco-friendly binder for stabilizing waste clay as road material

被引:15
|
作者
Chen, Ruifeng [1 ,2 ]
Cai, Guojun [1 ,4 ]
Dong, Xiaoqiang [3 ]
Pu, Shaoyun [1 ,5 ]
Dai, Xuguang [2 ,6 ]
Duan, Wei [1 ,3 ]
机构
[1] Southeast Univ, Inst Geotech Engn, Nanjing 211189, Jiangsu, Peoples R China
[2] Katholieke Univ Leuven, Dept Civil Engn, Campus Bruges, B-8200 Brugge, Belgium
[3] Taiyuan Univ Technol, Coll Civil Engn, Taiyuan 030024, Shanxi, Peoples R China
[4] Anhui Jianzhu Univ, Sch Civil Engn, Hefei 230601, Anhui, Peoples R China
[5] Shaoxing Univ, Coll Civil Engn, Shaoxing 312000, Zhejiang, Peoples R China
[6] China Univ Min & Technol, Sch Resources & Earth Sci, Xuzhou 221116, Jiangsu, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Waste utilization; Waste -based binder; Rice husk ash; Calcium carbide slag; Waste clay; Mechanical property; MECHANICAL-PROPERTIES; CEMENT; CONCRETE; BEHAVIOR; SAND;
D O I
10.1016/j.jclepro.2022.134303
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The use of traditional binders such as cement or lime has induced critical resource consumption, carbon emission, and environmental issues. Recycling biomass/industrial solid wastes as a novel eco-friendly binder is a promising alternative. This paper explores the critical problems of effectively stimulating the activity of waste RHA and the environmental compatibility of the developed waste-based binder. A series of unconfined compression, chemical, and leaching toxicity tests were conducted to evaluate the feasibility of the waste-based binder for waste clay stabilization in road engineering. The results show that the pozzolanic activity of waste RHA was strongly activated by CS with strong alkalinity. The most significant performance improvement for stabilizing waste clay was achieved at 6% RHA with adding 6% CS as an alkalinity activator and 3% MK as a supplement of aluminum phase composition. The 7d soaked compressive strength qiu of stabilizing waste clay reached 1.4 MPa, which met the requirements of the road base for freeway/first-class highway. There was a positive promotion for the reuse and elimination of massive waste RHA and CS. Moreover, many hazardous elements existing in raw materials RHA, CS, and clay were rarely detected in leaching solutions and satisfied groundwater safety. The utilization of RHA, CS, clay wastes in road engineering did not cause marked environmental risks. Finally, abundant newly generated hydration products can be observed due to the carbonization reaction and pozzolanic reaction, thus exhibiting excellent mechanical properties and environmental compatibility. This study presents a promising recycling and reuse way of biomass/industrial solid wastes as an alternative to cement/lime for soil stabilization in road engineering, contributing to carbon neutralization/carbon peak and sustaining economics.
引用
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页数:15
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