Sustainable Stabilization of Silty Sand Using Recycled Industrial Polymer Reinforcement with a Hybrid Lime–Cement Binder.
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| Title: | Sustainable Stabilization of Silty Sand Using Recycled Industrial Polymer Reinforcement with a Hybrid Lime–Cement Binder. |
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| Authors: | Lounas, Ayad1 (AUTHOR), Alsharedah, Yazeed A.2 (AUTHOR), Deboucha, Sadek3 (AUTHOR), Altowaijri, Yasser1,2 (AUTHOR) y.altwaijry@qu.edu.sa |
| Source: | Polymers (20734360). May2026, Vol. 18 Issue 10, p1264. 24p. |
| Subjects: | Soil stabilization, Sustainable construction, Reinforced plastics, Mechanical behavior of materials, Pavement design & construction, Geotechnical engineering, Soils |
| Abstract: | Stabilizing weak soils is a well-known pavement and geotechnical engineering technique. This technique involves introducing minimal cementitious materials to improve the soil's geotechnical characteristics. This paper investigates the use of recycled industrial polymer waste (IPW) as a reinforcement material in the presence of cementitious binders to stabilize weak silty sand soil (SM), supporting sustainable engineering practices. The randomly distributed IPW were added as percentages of 0%, 5%, and 10% to a mixture of lime soil and cement soil, with varying amounts of 0% to 6% of lime (L) and 0% to 6% of ordinary Portland cement (OPC), respectively. The laboratory experiments were conducted on natural and stabilized samples in wet (unsoaked) and submerged (soaked) conditions. The experimental program included Proctor compaction, California bearing ratio (CBR), unconfined compressive strength (UCS), durability tests, scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS), and X-ray diffraction analyses. The resilient modulus (Mr) was estimated using an empirical equation. The outcomes of this experimental study show that adding a combination of IPW shreds with a small amount of L and/or OPC to the SM soil provides a significant increase in the UCS, CBR, durability and Mr values compared with case of SM with only L, which allows for superior characteristics and increases strength and stiffness parameters throughout any phase of earthwork construction design, resulting in stronger and stiffer subgrades. These results were reinforced by microstructural observations from SEM, EDS, and DRX, confirming the formation of cementitious gels and chemical compounds, consistent with the macro-scale mechanical improvements. The expected practical outcomes include potential reductions in pavement thickness, which can help lower pavement stabilization costs and extend its service life. Additionally, the use of waste materials to replace raw materials contributes to decreased energy consumption and emissions, although detailed assessments are needed to quantify these effects. [ABSTRACT FROM AUTHOR] |
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| Database: | Engineering Source |
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