[1] Rajabi, A. M., & Heidari Abdollahi, A. (2019). The experimental study of the nano-silica effect on the strength and consolidation parameters of karaj clay soils.
Sharif Journal of Civil Engineering,
35.2(2.1), 65-72.
https://doi.org/10.24200/j30.2018.2007.2061
[2] Kumar, S., Sahu, A. K., & Naval, S. (2019). Performance of circular footing on expansive soil bed reinforced with geocells of Chevron pattern.
Civil Engineering Journal,
5(11), 2333-2348.
https://doi.org/10.28991/cej-2019-03091415
[3] Sridhar, R., & Prathapkumar, M. T. (2017). Behaviour of model footing resting on sand reinforced with number of layers of coir geotextile.
Innovative Infrastructure Solutions,
2(1), 1-8.
https://doi.org/10.1007/s41062-017-0099-y
[4] Huang, Y., Sawada, K., Moriguchi, S., Yashima, A., & Zhang, F. (2006). Numerical assessment of the effect of reinforcement on the performance of reinforced soil dikes.
Geotextiles and Geomembranes,
24(3), 169-174.
https://doi.org/10.1016/j.geotexmem.2005.11.005
[6] Kolay, P., Kumar, S., & Tiwari, D. (2013). Improvement of bearing capacity of shallow foundation on geogrid reinforced silty clay and sand.
Journal of Construction Engineering,
2013, 1-10.
https://doi.org/10.1155/2013/293809
[9] Bathurst, R. J., & Miyata, Y. (2015). Reliability-based analysis of combined installation damage and creep for the tensile rupture limit state of geogrid reinforcement in Japan.
Soils and Foundations,
55(2), 437-446.
https://doi.org/10.1016/j.sandf.2015. 02.017
[10] 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.
https://doi.org/10.1 061/(ASCE)0899-1561(2007)19:7(540)
[14] El Sawwaf, M., & Nazir, A. K. (2010). Behavior of repeatedly loaded rectangular footings resting on reinforced sand.
Alexandria Engineering Journal,
49(4), 349-356.
https://doi. org/10.1016/j.aej.2010.07.002
[19] Cicek, E., Guler, E., & Yetimoglu, T. (2015). Effect of reinforcement length for different geosynthetic reinforcements on strip footing on sand soil.
Soils and Foundations,
55(4), 661-677.
https://doi.org/10.1016/j.sandf.2015.06.001
[23] Jain, S. K., Nusari, M. S., & Acharya, I. P. (2020). WITHDRAWN: Use of geo-grid reinforcement and stone column for strengthening of mat foundation base.
Materials Today: Proceedings.
https://doi.org/10.1016/j.matpr.2020.10.757