References
- Burland, J. B. (1977). Behaviour of foundations and structures on soft ground. Proc. 9th ICSMFE, 1977, 2, 495–546.
- Poulos, H. G. (1968). Analysis of the settlement of pile groups. Geotechnique, 18(4), 449–471.
- Randolph, M. F. (1983). Design of Piled Raft Foundations. Cambridge University. Eng. Depart. Research Report, Soils TR143, Cambridge.
- Huang, M., Liang, F., & Li, Z. (2007). Recent advances in the analysis of pile foundation in China. In Advances in deep foundations (pp. 127–136). CRC Press.
- Poulos, H.G. (2001). Piled raft foundations: design and applications. Geotechnique, 51(2), 95–113.
- Liang, F. Y., Chen, L. Z., & Shi, X. G. (2003). Numerical analysis of composite piled raft with cushion subjected to vertical load. Computers and Geotechnics, 30(6), 443–453.
- Liang, F., Li, J., & Chen, L. (2006). Optimization of composite piled raft foundation with varied rigidity of cushion. In Foundation Analysis and Design: Innovative Methods (pp. 29–34).
- Eslami, A., & Malekshah, S. S. (2011). Analysis of non-connected piled raft foundations (NCPRF) with cushion by finite element method. Computational Methods in Civil Engineering, 2(2).
- Tradigo, F., Pisanò, F., Di Prisco, C., & Mussi, A. (2015). Non-linear soil–structure interaction in disconnected piled raft foundations. Computers and Geotechnics, 63, 121–134.
- Tradigo, F., Pisanò, F., & di Prisco, C. (2016). On the use of embedded pile elements for the numerical analysis of disconnected piled rafts. Computers and Geotechnics, 72, 89–99.
- Sharma, V. J., Vasanvala, S. A., & Solanki, C. H. (2014). Behaviour of load-bearing components of a cushioned composite piled raft foundation under axial loading. Slovak Journal of Civil Engineering, 22(4), 25–34.
- Eid, H. T., & Shehada, A. A. (2015). Estimating the elastic settlement of piled foundations on rock. International Journal of Geomechanics, 15(3), 04014059.
- Huang, M., Liang, F., & Jiang, J. (2011). A simplified nonlinear analysis method for piled raft foundation in layered soils under vertical loading. Computers and Geotechnics, 38(7), 875–882.
- Kuwabara, F. (1989). An elastic analysis for piled raft foundations in a homogeneous soil. Soils and foundations, 29(1), 82–92.
- Lee, S., & Moon, J. S. (2017). Effect of interactions between piled raft components and soil on behavior of piled raft foundation. KSCE Journal of Civil Engineering, 21(1), 243–252.
- Luo, R., Yang, M., & Li, W. (2018). Normalized settlement of piled raft in homogeneous clay. Computers and Geotechnics, 103, 165–178.
- Maharaj, D. K., & Gandhi, S. R. (2004). Non-linear finite element analysis of piled-raft foundations. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 157(3), 107–113.
- Shen, W. Y., Chow, Y. K., & Yong, K. Y. (2000). A variational approach for the analysis of pile group–pile cap interaction. Geotechnique, 50(4), 349–357.
- Mindlin, R. D. (1936). Force at a point in the interior of a semi-infinite solid. physics, 7(5), 195–202.
- Sharma, J. K. (1999). Analysis and settlement of granular pile (s)-single, in group and with raft (Doctoral dissertation, Ph. D. Thesis, IIT, Kanpur, 408).
- Madhav, M. R., Sharma, J. K., & Sivakumar, V. (2009). Settlement of and load distribution in a granular piled raft. Geomechanics and Engineering, 1(1), 97–112.