Investigation of soil plug formation in hollow piles using PIV technique

References

• Arshad, M.I., et al., 2014. Experimental study of cone penetration in silica sand using digital image correlation. Géotechnique, 64 (7), 551–569. doi:10.1680/geot.13.P.179
   Web of Science ®Google Scholar
• A .K, Parkin T, Lunne .,1982 .Boundary effects in the laboratory calibration of a cone penetrometer for sand. European Symposium on Penetration Testing, 138, Amsterdam: Norwegian Geotechnical Institute Publication.
   Google Scholar
• Barghian, M., Khaki Khatibi, S., and Hajialilue-Bonab, M., 2020. Soil behavior around the stub abutment of an integral bridge and buried piles in the contraction state. Scientia Iranica, 27 (1), 88–104. doi:10.24200/SCI.2018.20030
   Web of Science ®Google Scholar
• Bowles, J.E., 1997. Foundation Analysis and design. 5th ed, Singapore: The McGraw-Hill Companies, Inc.
   Google Scholar
• Broms, B., 1966. Methods of calculating the ultimate bearing capacity of piles, A summary. Sols-Soils, 5 (18–19), 21–31.
   Google Scholar
• Chandrasekaran, S.S., Boominathan, A., and Dodagoudar, G.R., 2010. Group interaction effects on laterally loaded piles in clay. Journal of Geotechnical and Geoenvironmental Engineering, 136 (4), 573–582. doi:10.1061/(ASCE)GT.1943-5606.0000245
   Web of Science ®Google Scholar
• Dijkstra, J. and Broere, W., 2009. Experimental investigation into plugging of open ended piles. Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, 7 (November2018), 231–238. doi:10.1115/OMAE2009-79299
   Google Scholar
• Fattah, M. and Al-Soudani, W., 2016a. Bearing capacity of closed and open ended pipe piles installed in loose sand with emphasis on soil plug. Indian Journal of Geo-Marine Sciences (IJMS), 45 (5), 703–724.
   Web of Science ®Google Scholar
• Fattah, M.Y. and Al-Soudani, W.H.S., 2016b. Bearing capacity of open-ended pipe piles with restricted soil plug. Ships and Offshore Structures, 11 (5), 501–516. doi:10.1080/17445302.2015.1030247
   Web of Science ®Google Scholar
• Fattah, M.Y. and Salim, N, 2018. Effect of pile diameter on the behavior of fully plugged pipe pile group in sandy soil .14th ASEC conference in Jordan,Jordan (Jordan University of Science & Technology).
   Google Scholar
• Gavin, K.G. and Lehane, B.M., 2003. The shaft capacity of pipe piles in sand. Canadian Geotechnical Journal, 40 (1), 36–45. doi:10.1139/t02-093
   Web of Science ®Google Scholar
• Guo, Y. and Yu, X.B., 2016. Design and analyses of open-ended pipe piles in cohesionless soils. Frontiers of Structural and Civil Engineering, 10 (1), 22–29. doi:10.1007/s11709-016-0314-5
   Web of Science ®Google Scholar
• Heins, E., et al., 2020. Effect of installation method on static and dynamic load test response for piles in sand. International Journal of Physical Modelling in Geotechnics, 20 (1), 1–23. doi:10.1680/jphmg.18.00028
   Web of Science ®Google Scholar
• Henke, S., 2012. Large deformation numerical simulations regarding soil plugging behaviour inside open-ended piles. Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, 4 (March), 37–46. doi:10.1115/OMAE2012-83039
   Google Scholar
• Henke, S. and Grabe, J., 2008. Numerical investigation of soil plugging inside open-ended piles with respect to the installation method. Acta Geotechnica, 3 (3), 215–223. doi:10.1007/s11440-008-0079-7
   Web of Science ®Google Scholar
• Henke, S, 2015. Full-scale site investigations on soil-plugging inside tubular piles. Proceedings of 31st International Conference on Ocean, Offshore and Arctic Engineering OMAE 2012, July 2012, Rio de Janeiro, Brazil. doi:10.1115/OMAE2012-83038
   Google Scholar
• Hussein, M.H., Bixler, M.G., and Rausche, F., 2003. Pile driving resistance and load bearing capacity. In: P.J. Culligan, ed. Soil rock America 2003: proceedings volumes 1 & 2, VGE, Verl: Glückauf, 1817–1823. http://d-nb.info/gnd/16031169-X
   Google Scholar
• Iskander, M, 2011. Behavior of pipe piles in sand. http://link.springer.com/10.1007/978-3-642-13108-0
   Google Scholar
• Kikuchi, Y., Morikawa, Y., and Sato, T, June 2008. Plugging mechanism in a vertically loaded open-ended pile. Proc. International Conference on Foundations 2008, United Kingdom.
   Google Scholar
• Ko, J. and Jeong, S., 2015. Plugging effect of open-ended piles in sandy soil. Canadian Geotechnical Journal, 52 (5), 535–547. doi:10.1139/cgj-2014-0041
   Web of Science ®Google Scholar
• Ko, J., Jeong, S., and Lee, J.K., 2016. Large deformation FE analysis of driven steel pipe piles with soil plugging. Computers and Geotechnics, 71, 82–97. doi:10.1016/j.compgeo.2015.08.005
   Web of Science ®Google Scholar
• Lai, P., Michael Mc Vay, D.B., and Badri, D., 2008. Geotechnical Special Publication ,180 (New Orleans, Louisiana, United States) , 366–383.
   Google Scholar
• Lehane, B.M., K. G. G, 2001. Base resistance of jacked piles in sand. Journal of Geotechnical and Geoenvironmental Engineering, 127 (6), 473–480. doi:10.1061/(ASCE)1090-0241(2001)127:6(473)
   Web of Science ®Google Scholar
• Lei, G. and Wu, W., 2019. Centrifuge study on the effect of pile bending stiffness on the slope stabilised by piles. International Journal of Physical Modelling in Geotechnics, 1–12. doi:10.1680/jphmg.18.00087
   Google Scholar
• Li, L., et al., 2021. DEM analysis of the plugging effect of open-ended pile during the installation process. Ocean Engineering, 220 (October2020), 1–15. doi:10.1016/j.oceaneng.2020.108375
   Google Scholar
• Lichen, L., et al., 2020. DEM analysis of the plugging effect of open-ended pile during the installation process. Ocean Engineering, November, 108375. doi:10.1016/j.oceaneng.2020.108375
   Google Scholar
• Lüking, J. and Kempfert, H.G. 2013. Plugging effect of open-ended displacement piles. 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, 3, 2363–2366.
   Google Scholar
• Madhusudan, R. and Ayothiraman, R., 2015. Experimental studies on behavior of single pile under combined uplift and lateral loading. Journal of Geotechnical and Geoenvironmental Engineering, 141 (7), 1–10. doi:10.1061/(ASCE)GT.1943-5606.0001314
   Web of Science ®Google Scholar
• Martinkus, V., et al., 2013. Experimental investigation of stress distribution of vertically loaded short displacement pile in cohesion-less soil. Procedia Engineering, 57, 754–761. doi:10.1016/j.proeng.2013.04.095
   Google Scholar
• Meyerhof, G.G., 1984. Scale effects of ultimate pile capacity. Journal of Geotechnical Engineering, 110 (8), 1159–1160. doi:10.1061/(ASCE)0733-9410(1984)110:8(1159)
   Google Scholar
• Moormann, C., Labenski, J., and Aschrafi, J, 2015. . Proceedings of the 40th Conference on Deep Foundations, 40 (Oakland, California), 12–15.
   Google Scholar
• Murthy, D.S., Robinson, R.G., and Rajagopal, K., 2018. Formation of soil plug in open-ended pipe piles in sandy soils. International Journal of Geotechnical Engineering, 6362 (May), 1–11. doi:10.1080/19386362.2018.1465742
   Google Scholar
• Ni, Q., Hird, C.C., and Guymer, I., 2010. Physical modelling of pile penetration in clay using transparent soil and particle image velocimetry. Géotechnique, 60 (2), 121–132. doi:10.1680/geot.8.P.052
   Web of Science ®Google Scholar
• Nicola, A. and Randolph, M.F., 1997. The plugging behaviour of driven and jacked piles in sand. Geotechnique, 47 (4), 841–856. doi:10.1680/geot.1997.47.4.841
   Web of Science ®Google Scholar
• Paik K and Salgado R. (2003). Determination of Bearing Capacity of Open-Ended Piles in Sand. J. Geotech. Geoenviron. Eng., 129(1), 46–57. 10.1061/(ASCE)1090-0241(2003)129:1(46)
   Web of Science ®Google Scholar
• Paik, K.-H. and Lee, S., 1993. Behavior of soil plugs in open‐ended model piles driven into sands. Marine Georesources and Geotechnology, 11 (4), 353–373. doi:10.1080/10641199309379929
   Web of Science ®Google Scholar
• Paik, K., Salgado, R, et al., 2003. Behavior of open- and closed-ended piles driven into sands. Journal of Geotechnical and Geoenvironmental Engineering, 129 (4), 296–306. doi:10.1061/(ASCE)1090-0241(2003)129:4(296)
   Web of Science ®Google Scholar
• Paikowsky, S.G., Whitman, R.V., and Baligh, M.M., 1989. A new look at the phenomenon of offshore pile plugging. Marine Geotechnology, 8 (3), 213–230. doi:10.1080/10641198909379869
   Web of Science ®Google Scholar
• Parkin , A.K, and Lunne, .T .,1982 .Boundary effects in the laboratory calibration of a cone penetrometer for sand. European Symposium on Penetration Testing,Amsterdam, 138 (Norwegian Geotechnical Institute Publication).
   Google Scholar
• Rajapakse, R., 2008. Pile design and construction rules of thumb. Pile Design and Construction Rules of Thumb. doi:10.1016/B978-0-7506-8763-8.X0001-3
   Google Scholar
• Randolph, M.F., Leong, E.C., and Houlsby, G.T., 1991. One-dimensional analysis of soil plugs in pipe piles. Geotechnique, 41 (4), 587–598. doi:10.1680/geot.1991.41.4.587
   Web of Science ®Google Scholar
• Ravikumar, R., Rao, G.T.D., and Siva, P.R., 2014. Effect of rigidity of plinth beam on soil interaction of modeled building frame supported on pile groups. Civil Engineering Dimension, 16 (1), 8–17. doi:10.9744/ced.16.1.8-17
   Google Scholar
• Reddy, R.C. and Rao, G.T.D., 2012. Study of soil interaction in a model building frame with plinth beam supported by pile group. International Journal of Advanced Structural Engineering, 4 (1), 1–15. doi:10.1186/2008-6695-4-11
   Google Scholar
• Sreelakshmi, G., Asha, M.N., and Viswanath, D., 2018. Investigations on pile-soil interaction using image analysis. Geotechnical Special Publication, 2017-Novem (GSP 301), 466–475. doi:10.1061/9780784481684.047
   Google Scholar
• Tran, M.N. (2005). Installation of suction caissons in dense sand and the influence of silt and cemented layers. October, 257. http://hdl.handle.net/2123/4064
   Google Scholar
• White, D.J., et al., 2001. A deformation measurement system for geotechnical testing based on digital imaging, close-range photogrammetry, and PIV image analysis. 15th International Conference on Soil Mechanics and Geotechnical Engineering, 1 (1996), 539–542. http://www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/109_ICSMGE_2001_proc_539_542.pdf
   Google Scholar
• White, D.J. and Bolton, M.D., 2001. Displacement and strain paths during plane-strain model pile installation in sand. Geotechnique, 54 (6), 375–397. doi:10.1680/geot.54.6.375.45427
   Google Scholar
• White, D.J. and Take, W.A., 2002. GeoPIV: particle Image Velocimetry (PIV) software for use in geotechnical testing. Cambridge University Engineering Department Technical Report, 322 (October). doi:10.7710/1093-7374.1624
   Google Scholar
• Wood, D.M., Adam crew, C. taylor, 2002. Shake table testing of geotechnical models. International Journal of Physical Modelling in Geotechnics, 1, 1–13. doi:10.1680/ijpmg.2002.020101
   Google Scholar
• XinLiu, E., et al., 2021. Dynamic soil resistance to vertical vibration of pipe pile. Ocean Engineering, 220 (July2020), 108381. doi:10.1016/j.oceaneng.2020.108381
   Google Scholar
• Zhou, J., et al., 2010. Model test and numerical simulation of driving process of open-ended jacked pipe piles. Chinese Journal of Rock Mechanics and Engineering, 29 (SUPPL. 2), 3839–3846.
   Google Scholar