PSI - Issue 70

Md Azhar et al. / Procedia Structural Integrity 70 (2025) 199–206

206

Acknowledgements The authors express their sincere gratitude to the SRM Research and Development Centre for providing the funding necessary to publish this work. The International Conference on Structural Integrity and Interactions of Materials in Civil Engineering Structures was partially funded (50%) by SRM University, Delhi-NCR, Sonipat campus, for which the corresponding author is also deeply grateful. References Abdi, M. R., Sadrnejad, A., & Arjomand, M. A. (2009). Strength enhancement of clay by encapsulating geogrids in thin layers of sand. Geotextiles and Geomembranes, 27(6), 447 – 455. Abu-Farsakh, M., Coronel, J., & Tao, M. (2007). Effect of soil moisture content and dry density on cohesive soil – geosynthetic interactions using large direct shear tests. Journal of Materials in Civil Engineering, 19(7), 540 – 549. Bałachowski, L., & Gotteland, P. (2007). Characteristics of tyre chips -sand mixtures from triaxial tests. Archives of Hydro-Engineering and Environmental Mechanics, 54(1), 25 – 36. Ghaffari, J. (2021). Triaxial determination of shear strength of tire chips-sand-geotextile mixtures. AUT Journal of Civil Engineering, 5(1), 95 – 114. Gray, D. H., & Al-Refeai, T. (1986). Behavior of fabric-versus fiber-reinforced sand. Journal of Geotechnical Engineering, 112(8), 804 – 820. Haeri, S. M., Noorzad, R., & Oskoorouchi, A. M. (2000). Effect of geotextile reinforcement on the mechanical behavior of sand. Geotextiles and Geomembranes, 18(6), 385 – 402. Lal, D., Sankar, N., & Chandrakaran, S. (2019). Triaxial test on saturated sands reinforced with coir products. International Journal of Geotechnical Engineering, 13(3), 270 – 276. Latha, G. M., & Murthy, V. S. (2007). Effects of reinforcement form on the behavior of geosynthetic reinforced sand. Geotextiles and Geomembranes, 25(1), 23 – 32. Nguyen, M. D., Yang, K. H., Lee, S. H., Wu, C. S., & Tsai, M. H. (2013). Behavior of nonwoven-geotextile-reinforced sand and mobilization of reinforcement strain under triaxial compression. Geosynthetics International, 20(3), 207 – 225. Pratap, U., Azhar, M., Choudhary, A.K. (2022). Numerical Analysis of Geocell-Reinforced Embankment Using PLAXIS 3D. In: Choudhary, A.K., Mondal, S., Metya, S., Babu, G.L.S. (eds) Advances in Geo-Science and Geo-Structures. Lecture Notes in Civil Engineering, vol 154. Springer, Singapore. https://doi.org/10.1007/978-981-16-1993-9_30. Unnikrishnan, N., Rajagopal, K., & Krishnaswamy, N. R. (2002). Behaviour of reinforced clay under monotonic and cyclic loading. Geotextiles and Geomembranes, 20(2), 117 – 133.