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Research on the Performance of Calcium Carbide Slag–Fly Ash Stabilized Soil
Open accessAbstract
To address the scarcity of lime resources, this study explores the potential of using industrial solid waste, including fly ash (FA) and carbide slag, as replacements for lime or cement in soil stabilization for roadbed construction. The optimal mixing ratio of FA and calcium carbide slag (CCS) was determined using compaction and unconfined compressive tests. The study also examines the relationship between the optimum moisture content and the maximum dry density of the FA and CCS binder, as well as the strength variation trend. The study investigated the optimal mixing ratio of FA–CCS-stabilized soil, and the strength variation trend of FA and carbide slag-stabilized soil under different age and mixing ratios, using tests such as the unconfined compressive energy test, splitting strength test, compressive modulus of resilience test, and California bearing ratio test. Results indicate that the optimal mixing ratio of FA and CCS binder is 1 : 4, the advocated mixing ratio of CCS-stabilized soil is 8 : 92, and the excellent mixing ratio of CCS–FA-stabilized soil is 8 : 32 : 60.
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References 16 · Cited by 9
Research works printed but not linked: 36
- Ministry of Transport, 2023, Statistical bulletin of transport industry development in 2022
- Engineering Risk and Insurance Research Branch of China Civil Engineering Society, 2021, Anhui section of Yuexi Wuhan expressway, Urban and Rural Development, 17, 78
- W. Jie, 2020, Discussion on road construction materials in civil engineering, Residential Industry, 2, 17
- 10.1007/978-981-13-0368-5_13 · DOI
- 10.1016/j.conbuildmat.2016.03.150 · DOI · Paper page
- 10.1016/j.conbuildmat.2019.117713 · DOI
- 10.1016/j.rser.2022.112133 · DOI
- 10.1680/jgrim.17.00033 · DOI
- Y. Xiuming, 2007, Study on the application of fly ash and carbide slag mixture as subgrade filler, Highway Traffic Science and Technology (Application Technology Edition), 5, 91
- G. Peng, 2020, Analysis of factors affecting the strength of carbide slag fly ash stabilized soil, Subgrade Works, 5, 6
- 10.37358/RC.19.4.7106 · DOI · Paper page
- 10.1155/2018/3640868 · DOI
- 10.1155/2017/5786541 · DOI
- X. Qin, 2013, Experimental study on physical mechanics of calcium carbide slag modified over wet clay, Journal of Geotechnical Engineering, 35, 175
- P. Li, 2021, Study on composition design and influencing factors of carbide slag stabilized soil, Highway Engineering, 46, 129
- 10.1061/(ASCE)MT.1943-5533.0002246 · DOI
- 10.1016/j.conbuildmat.2022.127134 · DOI
- P. Wei, 2009, Feasibility study on improving saline soil subgrade in coastal area with calcium carbide, Geotechnical Mechanics, 30, 1068
- X. Longshan, 2012, Study on the Influence of Calcium Carbide Slag on the Stability of Expansive Soil
- 10.1061/(ASCE)MT.1943-5533.0002313 · DOI
- L. Jie, 2012, Study on Multi-Level Application for Three Types Industrial Waste Residue on First Class Highway
- D. Honghui, 2006, Application of Lime Improved Expansive Soil in Expressway Subgrade Filling
- L. Yuyi, 2018, Research progress of carbide slag pozzolanic composite solidified soil. Environmental Engineering 2018 National Academic Annual Meeting, 252
- 10.1016/j.conbuildmat.2021.124772 · DOI
- 10.1016/j.conbuildmat.2019.05.157 · DOI
- 10.1007/s12665-011-1207-5 · DOI
- W. Jianwei, 2022, Study on mechanical properties of cement red mud fly ash stabilized soil stabilizer, Tianjin Construction Science and Technology, 32, 56
- 10.1139/cgj-2015-0245 · DOI · Paper page
- 10.1371/journal.pone.0266732 · DOI
- 10.19782/j.cnki.1674-0610.2022.06.019 · DOI
- Z. Kaijian, 2021, Research and Application of Key Technologies of Industrial Solid Waste in Subgrade Engineering
- L. Fengtao, 2022, Experimental study on mechanical properties of subgrade treated with carbide slag stabilized soil, China Highway, 10, 108
- Z. Lu, 2021, Study on the detection method of cement lime dosage of cement stabilized soil, Fujian Construction Science and Technology, 5, 52
- Y. Banglin, 2013, Test analysis of carbide slag fly ash stabilized soil subbase, Science and Technology Information, 24, 359
- Y. Bo, 2020, Research on the application of industrial waste residue composite material to stabilize expansive soil, Subgrade Works, 4, 77
- L. Yong, 2017, Experimental study on the strength of cement stabilized soil with natural mineral soil stabilizer, Hunan Transportation Science and Technology, 43, 75
Metadata
- Authors
- Cai, Y., Zang, Z., Zuo, X., Liu, F., Li, L., Lu, K., & Huang, Q.
- Affiliations
- Ministry of Transport (CN)
- China Highway Engineering Consulting Corporation, Beijing 100097, China
- Handan Zhongjian Hengzhi Engineering Project Management Co. Ltd., Handan 056000, China
- Corresponding author
- Zang, Zhishu
- Huang, Qianlong
- Venue
- Advances in Civil Engineering
- Publisher
- Wiley
- Published
- 2023-08-24
- Volume
- 2023
- Pages
- 1-14
- ISSN
- 1687-8086 (ISSN-L)
- 1687-8094
- OpenAlex
- W4386147713
- Cited by
- 9
- References
- 16
- Citations by year
- 2026: 2 · 2025: 6 · 2024: 1
- FWCI
- 1.05
- Type
- journal article
- Language
- en
- Open access
- gold
- doi.org
- Locations
- Advances in Civil Engineering (publishedVersion, cc-by)
- DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical Engineering and Soil Stabilization
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical and construction materials studies
- Physical Sciences › Engineering › Building and Construction › Materials Engineering and Processing
- Keywords
- carbide slag, fly ash, soil stabilization, industrial solid waste, roadbed construction, optimum moisture content, maximum dry density, unconfined compressive strength, California bearing ratio, modulus of resilience, splitting tensile strength
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