Study on freeze-thaw resistance and Na+ leaching characteristics of red mud-fly ash-phosphogypsum multiple solid waste road base material

IF 3.8 2区 工程技术 Q1 ENGINEERING, CIVIL
Shengjie Liu , Dahu Rui , Mintae Kim , MingChang Ji , Jun Zhang , Pengfei Zhang
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Abstract

To enhance the applicability of multiple solid waste road base materials in seasonally frozen soil areas and reduce the negative impact of red mud (RM) on the environment owing to its strong alkalinity, this paper utilizes untreated bayer method RM, fly ash (FA), and phosphogypsum (PG) as raw materials for preparing the road base materials. The mechanical properties, leaching characteristics, and Freeze-thaw (F-T) resistance of the materials from different solid waste systems were investigated through F-T cycle tests, unconfined compressive strength (UCS) tests, and leaching tests. The hydration, sodium solidification, and F-T deterioration mechanisms were revealed using an X-ray diffractometer and a scanning electron microscope. Results indicated that when the mix ratio of RM: FA: PG: cement was 64:28:2:6 (RFP2), the specimen exhibited the best F-T resistance. After 10 F-T cycles, the compressive strength retention rate (BDR) of the specimen was 91.43 %, and the Na+ leaching concentration was 390 mg/L, which still met the Chinese standard. The main hydration products of the material include C-S-H gel and ettringite crystals. These crystals and gels are intertwined and connected to form a dense mesh structure, which improves the material's F-T resistance and sodium solidification effect. The F-T cycle results in the expansion of cracks within the material, which leads to the destruction of the adhesion of the cementitious products, thus causing a deterioration of the strength of the specimen and the reduction of the sodium solidification effect.

Abstract Image

红泥-粉煤灰-磷石膏复合固体废物道路基层材料抗冻融性能及Na+浸出特性研究
为提高多种固体废弃物道路基层材料在季节性冻土区的适用性,减少赤泥因其强碱性对环境的负面影响,本文采用未经处理的拜耳法路基、粉煤灰、磷石膏为原料制备道路基层材料。通过F-T循环试验、无侧限抗压强度(UCS)试验和浸出试验,研究了不同固体废物系统中材料的力学性能、浸出特性和抗冻融性。利用x射线衍射仪和扫描电镜研究了水化、钠凝固和F-T变质机理。结果表明,当RM: FA: PG:水泥的掺量比为64:28:2:6 (RFP2)时,试件的抗F-T性能最佳。经10次F-T循环后,试样的抗压强度保持率(BDR)为91.43%,Na+浸出浓度为390 mg/L,仍符合中国标准。该材料的主要水化产物为C-S-H凝胶和钙矾石晶体。这些晶体和凝胶相互缠绕连接,形成致密的网状结构,提高了材料的抗F-T性能和钠固化效果。F-T循环导致材料内部裂纹的扩大,从而破坏胶凝产物的附着力,从而导致试样强度的恶化和钠固化效应的减弱。
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来源期刊
Cold Regions Science and Technology
Cold Regions Science and Technology 工程技术-地球科学综合
CiteScore
7.40
自引率
12.20%
发文量
209
审稿时长
4.9 months
期刊介绍: Cold Regions Science and Technology is an international journal dealing with the science and technical problems of cold environments in both the polar regions and more temperate locations. It includes fundamental aspects of cryospheric sciences which have applications for cold regions problems as well as engineering topics which relate to the cryosphere. Emphasis is given to applied science with broad coverage of the physical and mechanical aspects of ice (including glaciers and sea ice), snow and snow avalanches, ice-water systems, ice-bonded soils and permafrost. Relevant aspects of Earth science, materials science, offshore and river ice engineering are also of primary interest. These include icing of ships and structures as well as trafficability in cold environments. Technological advances for cold regions in research, development, and engineering practice are relevant to the journal. Theoretical papers must include a detailed discussion of the potential application of the theory to address cold regions problems. The journal serves a wide range of specialists, providing a medium for interdisciplinary communication and a convenient source of reference.
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