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[해외논문] Effects of Surface Roughness on Lateral Load-Carrying Capacities of Piles Embedded in Sand

Journal of geotechnical and geoenvironmental engineering, v.146 no.8, 2020년, pp.04020064 -   

Kim, Garam (Ph.D. Candidate, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea.) ,  Ham, Kyungwon (Principal Researcher, Structural and Seismic Technology Group, Research Institute of Korea Electric Power Corporation, 105, Munji-ro, Yuseong-gu, Daejeon 34056, Republic of Korea.) ,  Lee, Junhwan (Professor, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea (corresponding author).)

초록이 없습니다.

참고문헌 (44)

  1. Achmus M. K. Abdel-Rahman and P. Peralta. 2005. “On the design of monopile foundations with respect to static and quasi-static cyclic loading.” In Proc. Copenhagen Offshore Wind 2005 1-9. Copenhagen Denmark: Copenhagen Offshore Wind. 

  2. Standard test methods for maximum index density and unit weight of soils using a vibratory table ASTM 2016 

  3. Standard test methods for minimum index density and unit weight of soils and calculation of relative density ASTM 2016 

  4. Barton Y. O. 1982. “Laterally loaded model piles in sand centrifuge tests and finite element analyses.” Ph.D. dissertation Dept. of Engineering Univ. of Cambridge. 

  5. Bauer, Jörg, Kempfert, Hans-Georg, Reul, Oliver. Lateral pressure on piles due to horizontal soil movement. International journal of physical modelling in geotechnics, vol.16, no.4, 173-184.

  6. Bull. Danish Geotech. Inst. Brinch-Hansen J. 5 12 1 1961 The ultimate resistance of rigid piles against transversal forces 

  7. Broms, Bengt B.. Lateral Resistance of Piles in Cohesionless Soils. Journal of the Soil Mechanics and Foundations Division : proceedings of the American Society of Civil Engineers, vol.90, no.3, 123-156.

  8. 10.1061/40772(170)4 Brown D. A. 2005. “Practical considerations in the selection and use of continuous flight auger and drilled displacement piles.” In Proc. Geo-Frontiers Congress 2005: Advances in Designing and Testing Deep Foundations 251-261. Austin TX: ASCE. 

  9. Choo, Yun Wook, Kim, Dongwook. Experimental Development of the p-y Relationship for Large-Diameter Offshore Monopiles in Sands: Centrifuge Tests. Journal of geotechnical and geoenvironmental engineering, vol.142, no.1, 04015058-.

  10. Dyson, G. J., Randolph, M. F.. Monotonic Lateral Loading of Piles in Calcareous Sand. Journal of geotechnical and geoenvironmental engineering, vol.127, no.4, 346-352.

  11. Fioravante, V.. On the Shaft Friction Modelling of Non-Displacement Piles in Sand. Soils and foundations, vol.42, no.2, 23-33.

  12. Piling engineering Fleming W. G. K. 1992 

  13. Garnier, J., Gaudin, C., Springman, S.M., Culligan, P.J., Goodings, D., Konig, D., Kutter, B., Phillips, R., Randolph, M.F., Thorel, L.. Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling. International journal of physical modelling in geotechnics, vol.7, no.3, 01-23.

  14. Garnier J. and D. König. 1998. “Scale effects in piles and nail loading tests in sand.” In Proc. Int. Conf. Centrifuge 98 edited by T. Kimura O. Kusakabe and J. Takemura 205-210. Rotterdam Netherlands: Balkema. 

  15. Georgiadis, K., Georgiadis, M.. Development of p-y curves for undrained response of piles near slopes. Computers and geotechnics, vol.40, 53-61.

  16. Technical manual for LPile 2016 Isenhower W. M. 2016 

  17. 10.1007/978-94-017-2473-9_31 

  18. Tak Kim, Byung, Kim, Nak-Kyung, Jin Lee, Woo, Su Kim, Young. Experimental Load-Transfer Curves of Laterally Loaded Piles in Nak-Dong River Sand. Journal of geotechnical and geoenvironmental engineering, vol.130, no.4, 416-425.

  19. Klinkvort R. T. 2012. “Centrifuge modelling of drained lateral pile-soil response: Application for offshore wind turbine support structures.” Ph.D. dissertation Dept. of Civil Engineering Tech. Univ. of Denmark. 

  20. Klinkvort R. T. C. T. Leth and O. Hededal. 2010. “Centrifuge modelling of a laterally cyclic loaded pile.” In Proc. Int. Conf. on Physical Modelling in Geotechnics edited by S. Springman J. Laue and L. Seward 959-964. London: Taylor and Francis. 

  21. Kondner, Robert L.. Hyperbolic Stress-Strain Response: Cohesive Soils. Journal of the Soil Mechanics and Foundations Division : proceedings of the American Society of Civil Engineers, vol.89, no.1, 115-143.

  22. Kulhawy F. H. 1984. “Limiting tip and side resistance: Fact or fallacy.” In Proc. Symp. on Design and Analysis of Pile Foundations 80-98. New York: ASCE. 

  23. Jordan J. Civ. Eng. Liang R. 38 1 1 2007 Hyperbolic p-y criterion for cohesive soils 

  24. Lings, M.L., Dietz, M.S.. The Peak Strength of Sand-Steel Interfaces and the Role of Dilation. Soils and foundations, vol.45, no.6, 1-14.

  25. Matlock, Hudson, Reese, Lymon C.. Generalized Solutions for Laterally Loaded Piles. Transactions of the American Society of Civil Engineers, vol.127, no.1, 1220-1248.

  26. Murff, James D., Hamilton, Jed M.. P ‐Ultimate for Undrained Analysis of Laterally Loaded Piles. Journal of geotechnical engineering, vol.119, no.1, 91-107.

  27. Nunez I. L. P. J. Hoadley M. F. Randolph and J. M. Hulett. 1988. “Driving and tension loading of piles in sand on a centrifuge.” In Proc. Int. Conf. Centrifuge 88 edited by J. F. Corté 353-362. Rotterdam Netherlands: Balkema. 

  28. Petrasovits G. and A. Award. 1972. “Ultimate lateral resistance of a rigid pile in cohesionless soil.” In Proc. 5th European Conf. on Soil Mechanics and Foundation Engineering 407-412. Madrid Spain: Spanish Society for Soil Mechanics and Foundations. 

  29. Pile foundation analysis and design Poulos H. G. 1980 

  30. Prakash, Shamsher, Kumar, Sanjeev. Nonlinear Lateral Pile Deflection Prediction in Sands. Journal of geotechnical engineering, vol.122, no.2, 130-138.

  31. Prasad, Yenumula V.S.N., Chari, T.R.. Lateral Capacity of Model Rigid Piles in Cohesionless Soils. Soils and foundations, vol.39, no.2, 21-29.

  32. Randolph, M. F., Houlsby, G. T.. The limiting pressure on a circular pile loaded laterally in cohesive soil. Géotechnique, vol.34, no.4, 613-623.

  33. 10.4043/2080-MS Reese L. C. W. R. Cox and F. D. Koop. 1974. “Analysis of laterally loaded piles in sand.” In Proc. 6th Offshore Technology Conf. 473-484. Houston: Offshore Technology Conference. 

  34. 10.5150/jngcgc.1998.038-R Remaud D. 1999. “Pieux sous charges latérales: Etude expérimentale de l’effet de groupe [Piles under lateral forces: Experimental study of the group effect].” [In French.] Ph.D. dissertation Dept. of Civil Engineering Univ. of Nantes. 

  35. Soils and waves Santamarina J. C. 2001 

  36. Tabaroei, Abdolah, Abrishami, Saeed, Hosseininia, Ehsan Seyedi. Comparison between Two Different Pluviation Setups of Sand Specimens. Journal of materials in civil engineering, vol.29, no.10, 04017157-.

  37. Tamura, S., Higuchi, Y., Hayashi, Y., Yamzasaki, M.. Centrifuge studies on the effects of existing piles on the end resistance and shaft friction of a newpile. Soils and foundations, vol.52, no.6, 1062-1072.

  38. Tehrani, F. S., Han, F., Salgado, R., Prezzi, M., Tovar, R. D., Castro, A. G.. Effect of surface roughness on the shaft resistance of non-displacement piles embedded in sand. Géotechnique, vol.66, no.5, 386-400.

  39. Tovar-Valencia, Ruben D., Galvis-Castro, Ayda, Salgado, Rodrigo, Prezzi, Monica. Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand. Journal of geotechnical and geoenvironmental engineering, vol.144, no.3, 04017120-.

  40. Uesugi, Morimichi, Kishida, Hideaki. Frictional Resistance at Yield between Dry Sand and Mild Steel. Soils and foundations, vol.26, no.4, 139-149.

  41. Yu, Jian, Huang, Maosong, Zhang, Chenrong. Three-dimensional upper-bound analysis for ultimate bearing capacity of laterally loaded rigid pile in undrained clay. Canadian geotechnical journal. Revue canadienne de gèotechnique, vol.52, no.11, 1775-1790.

  42. Zhang, Lianyang, Silva, Francisco, Grismala, Ralph. Ultimate Lateral Resistance to Piles in Cohesionless Soils. Journal of geotechnical and geoenvironmental engineering, vol.131, no.1, 78-83.

  43. Zhang, Y., Andersen, K.H., Tedesco, G.. Ultimate bearing capacity of laterally loaded piles in clay - Some practical considerations. Marine structures, vol.50, 260-275.

  44. Zhu, B., Sun, Y. X., Chen, R. P., Guo, W. D., Yang, Y. Y.. Experimental and Analytical Models of Laterally Loaded Rigid Monopiles with Hardening p-y Curves. Journal of waterway, port, coastal, and ocean engineering, vol.141, no.6, 04015007-.

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