Citation :

S Maluvu, T Felixkala, "Stabilization of Expansive Soil with Ceramic Marble Dust Waste Reused Sustainably: Microstructure, Performance, and Mechanism," International Journal of Engineering Trends and Technology (IJETT), vol. 74, no. 7, pp. 199-216, 2026. Crossref, https://doi.org/10.14445/22315381/IJETT-V74I7P114

Abstract

The expansive soils have extreme swelling-shrinkage characteristics that undermine the foundations and pavements' serviceability. Simultaneously, ceramic and stone-processing sectors produce high amounts of marble dust, the disposal of which is not planned and is an environmental and land-management problem. This research paper will assess the sustainable re-utilization of ceramic marble dust waste as a microfiller in the stabilization of expansive soil, but to reinforce it further using synthetic polyester fibers. A systematic program that included compaction, shear strength, and California Bearing Ratio (CBR) and model footing tests was undertaken in order to measure density, stiffness, and bearing performance improvements. Scanning Electron Microscopy (SEM), Transmission Electron Microscopy (TEM), and X-Ray Diffraction (XRD) of microstructure and minerals provided the means to explain the stabilization mechanism, and finite-element analyses of PLAXIS 2D were employed to confirm the behaviour of load-settlement. The findings indicate that marble dust acts mainly as a calcium-carbonate microfiller, pore structure refiner, and enhances particle packing, and polyester fibers act as tensile bridging of particles and deformation control. The use of new crystalline phases was not observed, which proved the improvement mechanism to be mainly physical but not chemical. The hybrid mixture, which had 30 wt.% marble dust and 1.0 wt.% fiber, gave the best performance, showing high density, strength, and settlement resistance. The numerical predictions were in good agreement with experimental trends. On the whole, the research shows that there is an ecologically friendly avenue of valorizing the waste of ceramic marble dust and enhancing the working of expansive soils based on the principle of microstructural densification and mechanical reinforcement.

Keywords

Bearing Capacity, Circular Economy, Compaction Behavior, Expansive Soil, Marble Dust, Microstructural Analysis, Physical Densification Mechanism, PLAXIS 2D, Polyester Fibers, Reuse of Ceramic Waste, SEM, Soil Stabilization, Sustainability, TEM, and X-Ray Diffraction (XRD).

References

[1] Guosheng Xiang et al., “Surface Fractal Dimension of Bentonite Affected by Long-Term Corrosion in Alkaline Solution,” Applied Clay Science, vol. 175, pp. 94-101, 2019.
[CrossRef] [Google Scholar] [Publisher Link] 

[2] Peddireddy Sreekanth Reddy, Bijayananda Mohanty, and Bendadi Hanumantha Rao, “Influence of Clay Content and Montmorillonite Content on Swelling Behavior of Expansive Soils,” International Journal of Geosynthetics and Ground Engineering, vol. 6, no. 1, pp. 1-12, 2020.
[CrossRef] [Google Scholar] [Publisher Link] 

[3] James K. Mitchell, Kenichi Soga, and Catherine O'Sullivan, Fundamentals of Soil Behavior, 4^th ed., Wiley, 2025.
[Google Scholar] [Publisher Link] 

[4] Adil A.M. Elhassan et al., “Effect of Clay Mineral Content on Soil Strength Parameters,” Alexandria Engineering Journal, vol. 63, pp. 475-485, 2023.
[CrossRef] [Google Scholar] [Publisher Link] 

[5] Ibrahim Haruna Umar, and Hang Lin, “Marble Powder as a Soil Stabilizer: An Experimental Investigation of the Geotechnical Properties and Unconfined Compressive Strength Analysis,” Materials, vol. 17, no. 5, pp. 1-24, 2024.
[CrossRef] [Google Scholar] [Publisher Link] 

[6] Osman Sivrikaya et al., “The Efficiency of Waste Marble Powder in the Stabilization of Fine-Grained Soils in Terms of Volume Changes,” Arabian Journal for Science and Engineering, vol. 45, no. 10, pp. 8561-8576, 2020.
[CrossRef] [Google Scholar] [Publisher Link] 

[7] Muhammed Tanyıldızı, Volkan Emre Uz, and İslam Gökalp, “Utilization of Waste Materials in the Stabilization of Expansive Pavement Subgrade: An Extensive Review,” Construction and Building Materials, vol. 388, 2023.
[CrossRef] [Google Scholar] [Publisher Link] 

[8] André Studart et al., “Sustainable use of Industrial Wastes for Soil Stabilization,” Eng, vol. 7, no. 1, pp. 1-21, 2025.
[CrossRef] [Google Scholar] [Publisher Link]   

[9] Ali A. Aliabdo, Abd Elmoaty M. Abd Elmoaty, and Esraa M. Auda, “Re-use of Waste Marble Dust in the Production of Cement and Concrete,” Construction and Building Materials, vol. 50, pp. 28-41, 2014.
[CrossRef] [Google Scholar] [Publisher Link]   

[10] Abdul Waheed et al., “Soil Improvement using Waste Marble Dust for Sustainable Development,” Civil Engineering Journal, vol. 7, no. 9, pp. 1594-1607, 2021.
[CrossRef] [Google Scholar] [Publisher Link]   

[11] Altug Saygili, “Use of Waste Marble Dust for Stabilization of Clayey Soil,” Materials Science, vol. 21, no. 4, pp. 601-606, 2015.
[CrossRef] [Google Scholar] [Publisher Link]   

[12] Woelandari Fathonah et al., “Sustainable Soil Stabilization using Marble Dust Waste on High Plasticity Soils: Physical and Mechanical Properties Study,” International Journal of Applied Science and Engineering, vol. 20, no. 4, pp. 1727-7841, 2023.
[CrossRef] [Google Scholar] [Publisher Link]   

[13] Syed Taseer Abbas Jaffar et al., “Evaluation of Conventional and Sustainable Modifiers to Improve the Stiffness Behavior of Weak Sub-Grade Soil,” Sustainability, vol. 14, no. 5, pp. 1-19, 2022.
[CrossRef] [Google Scholar] [Publisher Link]   

[14] Najwa Wasif Jassim et al., “Utilization of Waste Marble Powder as Sustainable Stabilization Materials for Subgrade Layer,” Results in Engineering, vol. 15, pp. 1-8, 2022.
[CrossRef] [Google Scholar] [Publisher Link]   

[15] Ankush Kumar Jain, Arvind Kumar Jha, and Shivanshi, “Geotechnical Behaviour and Micro-Analyses of Expansive Soil Amended with Marble Dust,” Soils and Foundations, vol. 60, no. 4, pp. 737-751, 2020.
[CrossRef] [Google Scholar] [Publisher Link]   

[16] Joseph I. Goldstein et al., Scanning Electron Microscopy and X-Ray Microanalysis, 4^th ed., Springer New York, NY, 2018.
[CrossRef] [Google Scholar] [Publisher Link]   

[17] David B. Williams, and C. Barry Carter, The Transmission Electron Microscopy, Springer, Boston, MA, pp. 3-17, 2019.
[CrossRef] [Google Scholar] [Publisher Link]   

[18] B.D. Cullity, and S.R. Stock, Elements of X-Ray Diffraction, 3^rd ed., Pearson Publication, 2013.
[Google Scholar]

[19] Xiaoyan Liu, Shihao Yan, and Lulu Liu, “Reinforcement of Silty Soil via Regenerated Fiber Polymer: A Study on Microscopic Mechanisms,” Materials, vol. 16, no. 20, pp. 1-20, 2023.
[CrossRef] [Google Scholar] [Publisher Link]   

[20] Syed Zishan Ashiq et al., “Suitability Assessment of Marble, Glass Powders and Poly-Propylene Fibers for Improvement of Siwalik Clay,” Sustainability, vol. 14, no. 4, pp. 1-24, 2022.
[CrossRef] [Google Scholar] [Publisher Link]   

[21] Talha Zafar, Mohd Asif Ansari, and Atif Husain, “Soil Stabilization by Reinforcing Natural and Synthetic Fibers - A State of the Art Review,” Materials Today: Proceedings, pp. 1-8, 2023.
[CrossRef] [Google Scholar] [Publisher Link]   

[22] G.S. Zhang, F.X. Zhang, and X.T. Li, “Effects of Polyester Microfibers on Soil Physical Properties: Perception from a Field and a Pot Experiment,” Science of the Total Environment, vol. 667, pp. 1-7, 2019.
[CrossRef] [Google Scholar] [Publisher Link]   

[23] Anjani Kumar Yadav et al., “Stabilization of Alluvial Soil for Subgrade using Rice Husk Ash, Sugarcane Bagasse Ash and Cow Dung Ash for Rural Roads,” International Journal of Pavement Research and Technology, vol. 10, no. 3, pp. 254-261, 2017.
[CrossRef] [Google Scholar] [Publisher Link]   

[24] James S. Reed, Principles of Ceramics Processing, 2^nd ed., Wiley Publication, 1995.
[Google Scholar] [Publisher Link] 

[25] Marinela Victoria Dumitru et al., “Organically Modified Montmorillonite as pH Versatile Carriers for Delivery of 5-Aminosalicylic Acid,” Applied Clay Science, vol. 218, 2022.
[CrossRef] [Google Scholar] [Publisher Link]   

[26] Wei Zhou et al., “Influence of Particle Shape on Mechanical Behavior of Granular Materials,” Proceedings of the 7^th International Conference on Discrete Element Methods, vol. 188, pp. 245-252, 2016.
[CrossRef] [Google Scholar] [Publisher Link]   

[27] Ghazi Hassen, Elodie Donval, and Patrick de Buhan, “Numerical Stability Analysis of Reinforced Soil Structures using the Multiphase Model,” Computers and Geotechnics, vol. 133, 2021.
[CrossRef] [Google Scholar] [Publisher Link]   

[28] José Luis Pastor, Jinchun Chai, and Isidro Sánchez et al., “Strength and Microstructure of a Clayey Soil Stabilized with Natural Stone Industry Waste and Lime or Cement,” Applied Sciences, vol. 13, no. 4, pp. 1-17, 2023.
[CrossRef] [Google Scholar] [Publisher Link]