Technical Papers
May 21, 2020

Effects of Surface Roughness on Lateral Load–Carrying Capacities of Piles Embedded in Sand

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 8

Abstract

In this study, the effect of pile surface roughness on the lateral load–carrying behavior of piles embedded in sand was investigated. Centrifuge tests were conducted on various model piles with different degrees of surface roughness. The effects of the pile surface roughness, given by the normalized roughness, Rn, on the lateral-load capacity and lateral displacement were analyzed. From the centrifuge tests, it was observed that the lateral-loading capacity markedly increased with the pile surface roughness. The effect was most significant within low degrees of surface roughness up to Rn of 0.024. Surface roughness parameters for the p-y method were proposed as a function of Rn, which could explain the effect of the pile surface roughness on calculated lateral load–displacement curves. Finite element analyses were performed to assess and compare the experimentally and numerically determined effects of the pile surface roughness. The numerical simulation of laterally loaded piles does not fully reproduce the experimental effect of surface roughness on the lateral-load response, which needs to be properly considered in the analysis.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work was supported by the Research Institute of Korea Electric Power Corporation (KEPRI). This work was also supported by the Basic Science Research Program through the National Research Foundation of Korea (NRF) and the Korea Institute of Energy Technology Evaluation and Planning (KETEP) and the Ministry of Trade, Industry and Energy (MOTIE), with grants funded by the government of Korea (Nos. 20194030202460 and 2020R1A2C2011966).

References

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.
API (American Petroleum Institute). 2010. Recommended practice for planning, designing and constructing fixed offshore platforms: Working stress design. Washington, DC: API Publishing Services.
ASTM. 2016a. Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM D4253. West Conshohocken, PA: ASTM.
ASTM. 2016b. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254. West Conshohocken, PA: ASTM.
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.
Bauer, J., H.-G. Kempfert, and O. Reul. 2016. “Lateral pressure on piles due to horizontal soil movement.” Int. J. Phys. Modell. Geotech. 16 (4): 173–184. https://doi.org/10.1680/jphmg.15.00005.
Brinch-Hansen, J. 1961. “The ultimate resistance of rigid piles against transversal forces.” Bull. Danish Geotech. Inst. 12 (1): 5–9.
Broms, B. B. 1964. “Lateral resistance of piles in cohesionless soils.” J. Soil Mech. Found. Div. 90 (3): 123–156.
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.
Choo, Y. W., and D. Kim. 2016. “Experimental development of the p-y relationship for large-diameter offshore monopiles in sands: Centrifuge tests.” J. Geotech. Geoenviron. Eng. 142 (1): 04015058. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001373.
Dyson, G. J., and M. F. Randolph. 2001. “Monotonic lateral loading of piles in calcareous sand.” J. Geotech. Geoenviron. Eng. 127 (4): 346–352. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:4(346).
Fioravante, V. 2002. “On the shaft friction modelling of non-displacement piles in sand.” Soils Found. 42 (2): 23–33. https://doi.org/10.3208/sandf.42.2_23.
Fleming, W. G. K., A. J. Weltman, M. F. Randolph, and W. K. Elson. 1992. Piling engineering. New York: Wiley.
Garnier, J., C. Gaudin, S. M. Springman, P. J. Culligan, D. Goodings, D. König, B. Kutter, R. Phillips, M. F. Randolph, and L. Thorel. 2007. “Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling.” Int. J. Phys. Modell. Geotech. 7 (3): 1–23. https://doi.org/10.1680/ijpmg.2007.070301.
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.
Georgiadis, K., and M. Georgiadis. 2012. “Development of p–y curves for undrained response of piles near slopes.” Comput. Geotech. 40 (Mar): 53–61. https://doi.org/10.1016/j.compgeo.2011.09.005.
Isenhower, W. M., S. T. Wang, and L. G. Vasquez. 2016. Technical manual for LPile 2016. Austin, TX: Ensoft.
Jardine, R. J., B. M. Lehane, and S. J. Everton. 1993. “Friction coefficients for piles in sands and silts.” In Offshore site investigation and foundation behavior, edited by D. A. Ardus, D. Clare, A. Hill, R. Hobbs, R. J. Jardine, and J. M. Squire, 661–677. Dordrecht, Netherlands: Springer.
Kim, B. T., N. K. Kim, W. J. Lee, and Y. S. Kim. 2004. “Experimental load–transfer curves of laterally loaded piles in Nak-Dong River sand.” J. Geotech. Geoenviron. Eng. 130 (4): 416–425. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:4(447).
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.
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.
Kondner, R. L. 1963. “Hyperbolic stress-strain response: Cohesive soils.” J. Soil Mech. Found. Div. 89 (1): 115–143. https://doi.org/10.1016/0022-4898(64)90153-3.
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.
Liang, R., E. S. Shatnawi, and J. Nusairat. 2007. “Hyperbolic p-y criterion for cohesive soils.” Jordan J. Civ. Eng. 1 (1): 38–58.
Lings, M. L., and M. S. Dietz. 2005. “The peak strength of sand-steel interfaces and the role of dilation.” Soils Found. 45 (6): 1–14. https://doi.org/10.3208/sandf.45.1.
Matlock, H., and L. C. Reese. 1962. “Generalized solutions for laterally loaded piles.” Trans. Am. Soc. Civ. Eng. 127 (1): 1220–1247.
Murff, J. D., and J. M. Hamilton. 1993. “P-ultimate for undrained analysis of laterally loaded piles.” J. Geotech. Eng. 119 (1): 91–107. https://doi.org/10.1061/(ASCE)0733-9410(1993)119:1(91).
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.
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.
Poulos, H. G., and E. H. Davis. 1980. Pile foundation analysis and design. New York: Wiley.
Prakash, S., and S. Kumar. 1996. “Nonlinear lateral pile deflection prediction in sands.” J. Geotech. Eng. 122 (2): 130–138. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:2(130).
Prasad, Y. V. S. N., and T. R. Chari. 1999. “Lateral capacity of model rigid piles in cohesionless soils.” Soils Found. 39 (2): 21–29. https://doi.org/10.3208/sandf.39.2_21.
Randolph, M. F., and G. T. Houlsby. 1984. “The limiting pressure on a circular pile loaded laterally in cohesive soil” Géotechnique 34 (4): 613–623. https://doi.org/10.1680/geot.1984.34.4.613.
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.
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.
Santamarina, J. C., K. A. Klein, and M. A. Fam. 2001. Soils and waves. New York: Wiley.
Tabaroei, A., S. Abrishami, and E. S. Hosseininia. 2017. “Comparison between two different pluviation setups of sand specimens.” J. Mater. Civ. Eng. 29 (10): 04017157. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001985.
Tamura, S., Y. Higuchi, Y. Hayashi, and M. Yamzasaki. 2012. “Centrifuge studies on the effects of existing piles on the end resistance and shaft friction of a new pile.” Soils Found. 52 (6): 1062–1072. https://doi.org/10.1016/j.sandf.2012.11.021.
Tehrani, F. S., F. Han, R. Salgado, M. Prezzi, R. D. Tovar, and A. G. Castro. 2016. “Effect of surface roughness on the shaft resistance of non-displacement piles embedded in sand.” Géotechnique 66 (5): 386–400. https://doi.org/10.1680/jgeot.15.P.007.
Tovar-Valencia, R. D., A. Galvis-Castro, R. Salgado, and M. Prezzi. 2018. “Effect of surface roughness on the shaft resistance of displacement model piles in sand.” J. Geotech. Geoenviron. Eng. 144 (3): 04017120. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001828.
Uesugi, M., and H. Kishida. 1986. “Frictional resistance at yield between dry sand and mild steel.” Soils Found. 26 (4): 139–149. https://doi.org/10.3208/sandf1972.26.4_139.
Yu, J., M. Huang, and C. Zhang. 2015. “Three-dimensional upper-bound analysis for ultimate bearing capacity of laterally loaded rigid pile in undrained clay.” Can. Geotech. J. 52 (11): 1775–1790. https://doi.org/10.1139/cgj-2014-0390.
Zhang, L., F. Silva, and R. Grismala. 2005. “Ultimate lateral resistance to piles in cohesionless soils.” J. Geotech. Geoenviron. Eng. 131 (1): 78–83. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:1(78).
Zhang, Y., K. H. Andersen, and G. Tedesco. 2016. “Ultimate bearing capacity of laterally loaded piles in clay—Some practical considerations.” Mar. Struct. 50 (Nov): 260–275. https://doi.org/10.1016/j.marstruc.2016.09.002.
Zhu, B., Y. X. Sun, R. P. Chen, W. D. Guo, and Y. Y. Yang. 2015. “Experimental and analytical models of laterally loaded rigid monopiles with hardening p–y curves.” J. Waterway, Port, Coastal, Ocean Eng. 141 (6): 04015007. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000310.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 8August 2020

History

Received: May 15, 2019
Accepted: Mar 9, 2020
Published online: May 21, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 21, 2020

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Authors

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

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