1 |
Son, M. Y. and Lim, J. S. (2004), Horizontal Load Bearing Capacity of Concrete Poles in Clay Soils, Proceedings of Korean Society of Civil Engineers Conferences, pp. 1723-1727.
|
2 |
White, D. J., Thompson, M. J., Suleiman, M. T. and Schaefer V. R. (2008), Behavior of Slender Piles Subject to Free-Field Lateral Soil Movement, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 134, No. 4, pp. 428-436.
DOI
ScienceOn
|
3 |
Chen, S. L. and Chen, L. Z. (2008), Note on the Interaction Factor for Two Laterally Loaded Piles, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 134, No. 11, pp. 1685-1690.
DOI
ScienceOn
|
4 |
Rajashree, S. S., Sitharam,T. G. (2001), Nonlinear Finite-Element Modeling of Batter Piles under Lateral Load, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No. 7, pp. 604-612.
DOI
ScienceOn
|