Advanced Geogrid Reinforcement Strategies for Superior Bearing Capacity and Settlement Control in Square Shallow Foundations
Downloads
Recently, many research studies on square-shaped soil foundations have failed to achieve acceptable results due to their low resistance, in addition to the expected settlement of these foundations when constructed on weak granular soil. This study aims to overcome the low resistance and excessive settlement of square shallow foundations on weak granular soils by developing advanced geogrid reinforcement strategies to enhance load-bearing capacity and control settlement. A series of scaled laboratory experiments were conducted on simulated weak soil profiles, varying three key parameters—the depth of geogrid reinforcement layers, the width of each geogrid layer, and the number of layers—while quantifying performance through the Bearing Capacity Ratio (BCR) and Settlement Reduction Ratio (SRR); these empirical results were complemented by theoretical derivations of novel mathematical models to predict reinforced foundation behavior under diverse difficulty conditions. Experimental outcomes reveal that multilayer geogrid systems substantially elevate BCR and diminish settlement, with optimal configurations achieving up to a 60% improvement in bearing capacity and a 50% reduction in settlement compared to unreinforced foundations, and that deeper placement and additional layers yield significant yet progressively smaller gains. The proposed approach uniquely employs insulating geogrid layers to prevent water ingress and moisture infiltration—preserving structural integrity and imparting anti-settlement properties—and introduces high-precision predictive models; furthermore, the multilayer arrangement creates a barrier against moisture migration, reducing long-term settlement risks under fluctuating groundwater conditions, and cost analysis indicates that the optimal configurations deliver superior performance with minimal additional material investment, offering a cost-effective and geotechnically sound solution for foundation engineering.
Downloads
[1] Abdel-Rahman, M. M. (2020). Review of Soil Improvement Techniques. Advancements in Geotechnical Engineering, 175–199, Springer, Cham, Switzerland. doi:10.1007/978-3-030-62908-3_14.
[2] Raut, Z. P., & Verma, M. P. (2024). Comprehensive Review of Soil Stabilization through Reinforcement Methods in Civil Engineering. International Journal of Innovative Research in Technology and Science, 12(2), 520-530.
[3] Kumar, S., & Singh, S. K. (2023). Subgrade soil stabilization using geosynthetics: A critical review. Materials Today: Proceedings. doi:10.1016/j.matpr.2023.04.266.
[4] Afrin, H. (2017). A Review on Different Types Soil Stabilization Techniques. International Journal of Transportation Engineering and Technology, 3(2), 19. doi:10.11648/j.ijtet.20170302.12.
[5] Wang, Z., Zhu, J., & Ma, T. (2024). Review on monitoring of pavement subgrade settlement: Influencing factor, measurement and advancement. Measurement: Journal of the International Measurement Confederation, 237. doi:10.1016/j.measurement.2024.115225.
[6] Wang, X., Cheng, C., Zhang, J., Ma, G., Li, J., & Jin, J. (2023). Real-time monitoring and quality assessment of subgrade compaction: key factors and ANN model. Acta Geotechnica, 18(6), 3349–3366. doi:10.1007/s11440-022-01769-1.
[7] Jeon, H.-Y. (2019). Polymeric Synthetic Fabrics to Improve Stability of Ground Structure in Civil Engineering Circumstance. In Engineered Fabrics. IntechOpen. doi:10.5772/intechopen.81246.
[8] Hasheminezhad, A. (2024). Sustainability in geotechnical engineering: Contributions from recycled plastics. Master Thesis, Iowa State University, Ames, United States.
[9] Chatrabhuj, & Meshram, K. (2024). Use of geosynthetic materials as soil reinforcement: an alternative eco-friendly construction material. Discover Civil Engineering, 1(1), 41. doi:10.1007/s44290-024-00050-6.
[10] Tanasă, F., Nechifor, M., Ignat, M. E., & Teacă, C. A. (2022). Geotextiles—A Versatile Tool for Environmental Sensitive Applications in Geotechnical Engineering. Textiles, 2(2), 189–208. doi:10.3390/textiles2020011.
[11] Prasad, V. V. B., Ishwarya, M. V. S., Jayakrishnan, P., Sathyan, D., & Muthukumar, S. (2023). Applications of natural geotextile in geotechnical engineering. Materials Today: Proceedings, 366. doi:10.1016/j.matpr.2023.05.366.
[12] Abdulrazzak, I. A. (2025). Studying and Assessment of Water Quality of Euphrates River in Iraq. Al-Iraqia Journal for Scientific Engineering Research, 4(1), 39-45.
[13] Jones, A. C. (2024). Field Evaluation of Geogrid-Reinforced Pavement Systems Over Soft Subgrades. Master Thesis, The University of Utah, Salt Lake City, United States.
[14] Paige-Green, P., & Verhaeghe, B. M. (2018). Making Africa’s roads more resilient to climate change. ResearchSpace, CSIR, 1-11.
[15] Marion, J. L., Arredondo, J., & Meadema, F. (2022). Assessing the condition and sustainability of the trail system at Tallgrass Prairie National Preserve. U.S. Geological Survey, Reston, United States.
[16] Garcia Delgado, I. E. (2015). Use of Geotextiles with Enhanced Lateral Drainage in roads over expansive clays. PhD Thesis, University of Texas at Austin, Austin, United States.
[17] Abduljaleel, Y. W. (2025). High-Temperature Effects on Punching Shear Performance of Hybrid Reinforced Concrete Slabs. Al-Iraqia Journal for Scientific Engineering Research, 4(1), 46-60.
[18] Li, T. T., Zhou, X., Wang, Z., Fan, Y., Zhang, X., Lou, C. W., & Lin, J. H. (2022). A study on design and properties of woven-nonwoven multi-layered hybrid geotextiles. Journal of Industrial Textiles, 51(1), 640S-658S. doi:10.1177/1528083720964703.
[19] ivek (2024). Degradability of Woven/Non-woven Fabric Polymer Laminates. Innovations in Woven and Non-woven Fabrics Based Laminated Composites. Composites Science and Technology, Springer, Singapore. doi:10.1007/978-981-97-7937-6_14.
[20] Kumar, S. (2023). Study of Geosynthetics and use of Non–Woven Green Geocomposite Blanket for Erosion Control and Slope Protection for Embankment. International Research Journal of Engineering and Technology, 10(4), 1657-1663.
[21] Ahmad, H. (2022). Sustainability effect of geogrid reinforced tire-shred sand mixtures on the load pressure-settlement response of shallow footing. Heliyon, 8(11). doi:10.1016/j.heliyon.2022.e11743.
[22] Dwivedi, N., Chauhan, V. B., Kumar, A., Jaiswal, S., & Singh, T. (2024). Enhancing strip footing bearing capacity on soil slopes with geogrid reinforcement: insights from finite element analysis and machine learning. Innovative Infrastructure Solutions, 9(11), 440. doi:10.1007/s41062-024-01769-y.
[23] Yousuf, S. M., Khan, M. A., Ibrahim, S. M., Ahmad, F., & Samui, P. (2024). Experimental and Computational Analysis of lime-treated geogrid-reinforced Silty Sand Beneath Circular Footings. Iranian Journal of Science and Technology - Transactions of Civil Engineering, 1–22. doi:10.1007/s40996-024-01551-1.
[24] Mudgal, A., Sarkar, R., Kumar Shrivastava, A., Mishra, U., Meshram, K., Imam, A., & Singh, A. N. (2025). Settlement in geosynthetic reinforced square footing over cohesive soil. International Journal of Geotechnical Engineering, 19(4), 202–212. doi:10.1080/19386362.2025.2458497.
[25] Kumar, S., & Roy, L. B. (2022). Rainfall Induced Geotextile Reinforced Model Slope Embankment Subjected to Surcharge Loading: A Review Study. Archives of Computational Methods in Engineering, 29(5), 3203–3221. doi:10.1007/s11831-021-09688-2.
[26] Saad, A. H., Nahazanan, H., Yusuf, B., Toha, S. F., Alnuaim, A., El-Mouchi, A., Elseknidy, M., & Mohammed, A. A. (2023). A Systematic Review of Machine Learning Techniques and Applications in Soil Improvement Using Green Materials. Sustainability (Switzerland), 15(12), 9738. doi:10.3390/su15129738.
[27] Sills, G. C. (1975). Some conditions under which Biot’s equations of consolidation reduce to Terzaghi’s equation. Geotechnique, 25(1), 129–132. doi:10.1680/geot.1975.25.1.129.
- Authors retain all copyrights. It is noticeable that authors will not be forced to sign any copyright transfer agreements.
- This work (including HTML and PDF Files) is licensed under a Creative Commons Attribution 4.0 International License.