Cited by 0Geotechnical Engineering and Soil StabilizationGeotechnical and construction materials studiesConcrete and Cement Materials Research

Advances in Soil Stabilization Using Calcium Carbide Residue (CCR) and Industrial by-Products: A Circular Economy Approach to Enhancing Mechanical Performance

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Motalib, Jalaloden, Lorenzo, Glen, Sumagayan, Moheddin, Mangorsi, Rohanni·2026·Air, Soil and Water Research

Abstract

This state-of-the-art review synthesizes recent advances in soil stabilization using calcium carbide residue (CCR) combined with selected industrial by-products, including fly ash, lime, rice husk ash (RHA), and polypropylene fibers, with a focus on applications in road engineering. While CCR alone can improve unconfined compressive strength (UCS) to approximately 0.5 MPa at 28 days, its performance is often constrained by shrinkage cracking, moisture sensitivity, and potential environmental concerns. The reviewed literature indicates that hybrid CCR-based systems can substantially enhance mechanical performance and durability: CCR–fly ash blends have been reported to achieve UCS values exceeding 3.0 MPa with high strength retention under wet–dry cycling; CCR–RHA mixtures significantly reduce swelling potential; and fiber-reinforced formulations improve tensile resistance and crack control under dynamic loading. These performance trends are commonly attributed to combined effects associated with pozzolanic reactions forming calcium silicate and aluminate hydrates (C–S–H and C–A–H), matrix densification, and fiber-induced crack-bridging mechanisms, although quantitative isolation of individual component contributions remains limited in existing studies. The review further highlights performance-oriented mix design strategies, microstructural characterization approaches (e.g. SEM and XRD), and curing considerations relevant to long-term stability. Emerging data-driven and machine-learning-based predictive models are also discussed as promising tools for optimizing CCR-based formulations across diverse soil types and climatic conditions. Overall, CCR-based composite stabilization systems demonstrate strong potential as sustainable alternatives to conventional cement–lime treatments, consistent with circular economy principles, while continued field validation and long-term assessment remain essential for widespread implementation.

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References 51

Authors
Motalib, J., Lorenzo, G., Sumagayan, M., & Mangorsi, R.
Affiliations
  • Mindanao State University – Iligan Institute of Technology (PH)
  • Mindanao State University (PH)
Corresponding author
Motalib, Jalaloden
Venue
Air, Soil and Water Research
Published
2026-06
Volume
19
ISSN
1178-6221 (ISSN-L)
OpenAlex
W7214497714
Cited by
0
References
51
FWCI
0.00
Type
journal article
Language
en
Open access
Locations
  • Air Soil and Water Research (publishedVersion, cc-by-nc)
  • DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion)
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 › Civil and Structural Engineering › Concrete and Cement Materials Research
Keywords
soil stabilization, calcium carbide residue, industrial by-products, fly ash, rice husk ash, polypropylene fibers, unconfined compressive strength, pozzolanic reaction, shrinkage cracking, moisture sensitivity, wet-dry cycling, fiber-reinforced soil, highway engineering, circular economy, concrete mix design, machine learning prediction models

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