1 |
Chen, L. and Poulos, H. G.(1993), Analysis of Pile-Soil Interaction under Lateral Loading Using Infinite and Finite Elements, Computers and Geotechnics, Vol. 15, No. 4, pp. 189-220.
DOI
ScienceOn
|
2 |
Fleming, W. G. K., Weltman, A. J., Randolph, M. F. and Elson, W. K.(1992). Piling Engineering, 2nd Ed., Surrey Univ. Press, pp. 126-157.
|
3 |
Kang, I. K., Kim, H. T., Han, Y. J., Kim, J. S., Choi, S. H. (2010), Optimum Design of Piled Raft Foundations using the Data-filtering Hybrid Genetic Algorithm, International Journal of Geo-Engineering, Vol. 2, No. 4, pp. 35-53.
|
4 |
Kim, S. K., Song, S.O., Han, S. K., Jeon, J. K., Lee, W. S. (2011), Behavior of the Embankment on Normally Consolidated Clay Supported by the Piled Raft, Journal of Korean Geotechnical Engineering, Vol. 27, No. 4, pp. 33-41.
DOI
ScienceOn
|
5 |
Poulos, H. G.(1989). Pile Behavior - Theory and Application, Geotechnique, Vol. 39, No.3, pp. 365-415.
DOI
|
6 |
Prakoso, W. A. and Kulhawy, F. H., (2001). Contribution to Piled Raft Foundation Design, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No . 1, pp. 17-24.
DOI
ScienceOn
|
7 |
Reul, O. and Randolph, M. F.(2003). Piled Rafts in Over-consolidated Clay: Comparison of in situ Measurements and Numerical Analysis, Geotechnique, Vol. 53, No. 3, pp. 301-315.
DOI
ScienceOn
|