Investigation of Lateral Resistance of Short Pile by Large-Scale Load Tests |
Lee, Su-Hyung
(Metropolitan Railway Research Center, Korea Railroad Research Institute)
Choi, Yeong-Tae (High-speed Railroad Systems Research Center, Korea Railroad Research Institute) Lee, Il-Wha (High-speed Railroad Systems Research Center, Korea Railroad Research Institute) Yoo, Min-Taek (High-speed Railroad Systems Research Center, Korea Railroad Research Institute) |
1 | Briaud, J. L. Smith, T. D. and Meyer, B. (1983), "Using the Pressuremeter Curve to Design Laterally Loaded Piles", Proc. Of 15th Offshore Technology Conference, Huston, paper 4501, pp. 495-502. |
2 | Brinch Hansen, J. (1961), "The Ultimate Resistance of Rigid Piles Against Transversal Forces", The Danish Geotechnical Institute, Bulletin No. 12, Copenhagen, pp.1-9. |
3 | Broms, B. B. (1964), "Lateral Resistance of Piles in Cohesionless Soils", Journal of Soil Mechanics and Foundations Division, ASCE, 90(3), pp.123-158. |
4 | Dickin, E. A. and Laman, M. (2003), "Moment Response of Short Rectangular Piers in Sand", Computers and Structures, Vol.81, No.30, pp.2717-2729. DOI |
5 | Fleming, W. G. K., Weltman, A. J., Randolph, M. F., and Elson, W. K. (1992), Piling engineering, Wiley, New York. |
6 | Korea Rail Network Authority (2015), Railway Design Standard, Korea Rail Network Authority, Daejeon. |
7 | Lee, J., Kim, M., and Kyung, D. (2010), "Estimation of Lateral Load Capaciity of Rigid Short Piles in Sands Using CPT Results", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.136, No.1, pp.48-56. DOI |
8 | Lee, S-H., Lee, S-J., and Lee, I-W. (2012), "Experimental Evaluation of the Moment Capacity of a Railway Electric Pole Foundation Adjacent to a Fill Slope", Journal of Geotechnical and Geoenvironmental Engineering, Korean Geotechnical Society, Vol.28, No.6, pp.5-17. |
9 | Li, W., Zhu, B., and Yang, M. (2017), "Static Response of Monopile to Lateral Load in Overconsolidated Dense Sand", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.143, No.7, pp.04017026-1-12. DOI |
10 | Meyerhof, G. G., Mathur, S. K., and Valsangkar, A. J. (1981), "Lateral Resistance and Deflection of Rigid Wall and Piles in Layered Soils", Canadian Geotechnical Journal, Vol.18, No.2, pp.159-170. DOI |
11 | Mohammadi, S. D., Nikoudel, M. R., Rahimi, H., and Khamehchiyan, M. (2008), "Application of the Dynamic Cone Penetrometer (DCP) for Determination of the Engineering Parameters of Sandy Soils", Engineering Geology, 101, pp.195-203. DOI |
12 | Petrasovits, G. and Award, A. (1972), "Ultimate Lateral Resistance of a Rigid Pile in Cohesionless Soil", Proc., 5th European Conf. on SMFE 3, The Spanish Society for Soil Mechanics and Foundation, pp.407-412. |
13 | Prasad, Y. V. S. N. and Chari, T. R. (1999), "Lateral Capacity of Model Rigid Piles in Cohesionless Soils", Soils and Foundation, Vol.39, No.2, pp.21-29. DOI |
14 | Reese, L. C. and Van Impe, W. F. (2001), Single piles and pile groups under lateral loading, Taylor & Francis, London. |
15 | Zhang, L., Silva, F., and Grismala, R. (2005), "Ultimate Lateral Resistance to Piles in Cohesionless soils", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.131, No.1, pp.78-83. DOI |
16 | Reese, L. C., Cox, W. R., and Koop, F. D. (1974), "Analysis of Laterally Loaded Piles in Sand", Proc., 6th Annual Offshore Technology Conference, Offshore Technology Conference, Dallas, pp.473-485. |
17 | Smith, T. D. (1987), "Pile Horizontal Soil Modulus Values", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.113, No.9, pp.1040-1044. DOI |