Acknowledgement
This study was funded by Young Elite Scientists Sponsorship Program by China Association for Science and Technology. The authors thank the anonymous reviewers and the Editor for their constructive comments and advice, which greatly improved the quality of this paper.
References
- Catal, S. (2014), "Buckling analysis of semi-rigid connected and partially embedded pile in elastic soil using differential transform method", Struct. Eng. Mech., 52(5), 971-995. https://doi.org/10.12989/sem.2014.52.5.971.
- Dewaikar, D.M., Chore, H.S., Goel, M.D. and Mutgi, P.R. (2011), "Lateral resistance of long piles in cohesive soils using p-y curves", J. Struct. Eng., 38(3),297-302.
- Dong, C., Yan, S. and Zhang, B. (2014), "Analysis of problem on core drilling method testing concrete piles", Proceedings of the 23th National Conference on Structural Engineering, Lanzhou, China, August, II-022-II-024.
- Kuyumcu, Z. and Ates, S. (2012), "Soil-structure-foundation effects on stochastic response analysis of cable-stayed bridges", Struct. Eng. Mech., 43(5), 637-655. http://dx.doi.org/10.12989/sem.2012.43.5.637.
- Kuyumcu, Z. and Ates, S. (2012), "Soil-structure-foundation effects on stochastic response analysis of cable-stayed bridges", Struct. Eng. Mech., 43(5), 637-655. http://dx.doi.org/10.12989/sem.2012.43.5.637.
- Osman, A.S. and Randolph, M.F. (2012), "Analytical solution for the consolidation around a laterally loaded pile", Int. J. Geomech., 12(3), 199-208. http://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0000123.
- Prezzi, M., Salgado, R. and Basu, D. (2009), "A continuum-based model for analysis of laterally loaded piles in layered soils", Geotechnique, 59(2),127-140. http://dx.doi.org/10.1680/geot.2007.00011.
- Sawant, V.A. and Shukla, S.K. (2012). "Can finite element and closed-form solutions for laterally loaded piles be identical?", Struct. Eng. Mech., 43(2), 239-251. http://dx.doi.org/10.12989/sem.2012.43.2.239.
- Ye, M., Liqing, Z and Yu, Y. (2010), "Experimental research on detection of existing bridge pile by low reflected strain wave method", World Earthq. Eng., 26(1),216-220.
- Zhang, L. (2009), "Nonlinear analysis of laterally loaded rigid piles in cohesionless soil", Int. J. Numer. Anal. Method. Geomech., 36(5), 718-724. http://dx.doi.org/10.1016/j.compgeo.2008.12.001.
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