Technical Papers
Mar 21, 2022

Full-Scale Axial Load Response of Jetted and Grouted Precast Piles in Cohesionless Soils

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 6

Abstract

Jetted and grouted precast piles (JGPPs) are a newly developed urban-friendly deep foundation technique that employs water jetting for pile penetration and pressure grouting to enhance the axial and torsional resistance of precast piles. Previous experimental studies of JGPPs in a large test chamber setup have revealed that they can withstand very high axial loads; however, validation of the same in a typical field scenario was needed. This paper presents the pioneering study of the full-scale axial response of JGPPs in cohesionless soil condition. The study showed that JGPPs exhibit high skin and tip resistances under axial top-down loading. The paper also proposes a direct method to predict the ultimate skin resistance of JGPPs using the pressuremeter test results. The experimental results were compared with the values estimated using both the proposed and existing methods.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors are indebted to the FDOT, Tallahassee, Florida, for funding this research under Contract No. BDK75-977-41. The authors sincerely appreciate the project managers, Mr. Peter Lai, P.E. (retired); and Mr. Rodrigo Herrera, P.E., FDOT, Tallahassee, for their constant support and involvement in this work. The authors would like to express their gratitude to FDOT’s State Materials Office, Gainesville, for their help and support. The authors would like to extend grateful acknowledgment to Applied Foundation Testing, Inc., for their help in pile grouting; Reliable Constructors, Inc., for pile installation; and LoadTest Ltd., Gainesville, for lending various instruments for the load tests.

References

Aderibigbe, O. O., and N. Rajaratnam. 1996. “Erosion of loose beds by submerged circular impinging turbulent jets.” J. Hydraul. Res. 34 (1): 19–33. https://doi.org/10.1080/00221689609498762.
ASTM. 2007. Standard test methods for deep foundation elements under static axial compressive load. West Conshohocken, PA: ASTM.
ASTM. 2008. Standard test methods for axial rapid load (compressive force pulse) testing of deep foundations. West Conshohocken, PA: ASTM.
Bolton, M. D. 1986. “The strength and dilatancy of sands.” Géotechnique 36 (1): 65–78. https://doi.org/10.1680/geot.1986.36.1.65.
Gabr, M. A., R. H. Borden, R. L. Denton, and A. W. Smith. 2004. Characterization of jetting-induced disturbance zone and associated ecological impacts. Raleigh, NC: North Carolina State Univ.
Hameed, R. A., M. Gunaratne, S. Putcha, C. Kuo, and S. Johnson. 2000. “Lateral load behavior of jetted piles.” Geotech. Test. J. 23 (3): 358–368. https://doi.org/10.1520/GTJ11057J.
Lai, P., M. McVay, D. Bloomquist, and M. Forbes. 2010. “An innovative prefabricated pile installation method utilizing jetting and pressure grouting.” In Proc., GeoFlorida 2010: Advances in Analysis, Modeling and Design (GSP 199) © 2010, 1592–1601. Reston, VA: ASCE.
McVay, M., D. Bloomquist, H. Forbes, and J. Johnson. 2009. Prestressed concrete pile installation—Utilizing jetting and pressure grouting. Tallahassee, FL: Final Report submitted Florida Department of Transportation.
McVay, M., D. Bloomquist, and S. Thiyyakkandi. 2014. Field testing of jet-grouted piles and drilled shafts (BDK75-977-41). Tallahassee, FL: Final report submitted Florida Department of Transportation.
McVay, M., S. Thiyyakkandi, J. Joiner, and V. Adams. 2011. Group efficiencies of grout-tipped drilled shafts and jet-grouted piles (BDK-75-977-07). Tallahassee, FL: Final report submitted Florida Department of Transportation.
Middendorp, P., and M. W. Bielefeld. 1995. “Statnamic load testing and the influence of stress wave phenomena.” In Proc., 1st Int. Statnamic Seminar, 207–220. Hague, Netherlands: Allnamics.
Niven, R. K., and N. Khalili. 1998. “In situ multiphase fluidization (‘upflow washing’) for the remediation of hydrocarbon contaminated sands.” Can. Geotech. J. 35 (6): 938–960. https://doi.org/10.1139/t98-067.
O’Neill, M. W. 2001. “Side resistance in piles and drilled shafts.” J. Geotech. Geoenviron. Eng. 127 (1): 3–16. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:1(3.
Passini, L. B., and F. Schnaid. 2015. “Experimental investigation of pile installation by vertical jet fluidization in sand.” J. Offshore Mech. Arct. Eng. 137 (4): 042002. https://doi.org/10.1115/1.4030707.
Salgado, R., and M. F. Randolph. 2001. “Analysis of cavity expansion in sand.” Int. J. Geomech. 1 (2): 175–192. https://doi.org/10.1061/(ASCE)1532-3641(2001)1:2(175).
Seo, H. J., K. H. Jeong, H. Choi, and I. M. Lee. 2012. “Pullout resistance increase of soil nailing induced by pressurized grouting.” J. Geotech. Geoenviron. Eng. 138 (5): 604–613. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000622.
Shepley, P., and M. D. Bolton. 2014. “Using water injection to remove pile base resistance during installation.” Can. Geotech. J. 51 (11): 1273–1283. https://doi.org/10.1139/cgj-2013-0240.
Shestopal, A. O. 1959. “Jetting of pipes, piles, and sheet piles.” In Hydro project institute. Moscow, Russia: USSR.
Thiyyakkandi, S. 2013. “Study of grouted deep foundations in cohesionless soils.” Ph.D. dissertation, Dept. of Civil and Coastal Engineering, Univ. of Florida.
Thiyyakkandi, S., M. McVay, D. Bloomquist, and P. Lai. 2013. “Measured and predicted response of a new jetted and grouted precast pile with membranes in cohesionless soils.” J. Geotech. Geoenviron. Eng. 139 (8): 1334–1345. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000860.
Thiyyakkandi, S., M. McVay, and P. Lai. 2014. “Experimental group behavior of grouted deep foundations.” Geotech. Test. J. 37 (4): 20130144. https://doi.org/10.1520/GTJ20130144.
Thiyyakkandi, S., M. McVay, P. Lai, and R. Herrera. 2016. “Full-scale coupled torsion and lateral response of mast arm drilled shaft foundations.” Can. Geotech. J. 53 (12): 1928–1938. https://doi.org/10.1139/cgj-2016-0241.
Thiyyakkandi, S., M. McVay, P. Lai, and R. Herrera. 2017a. “Field measurement of noise and ground surface vibration during pile jetting and grouting.” Geotech. Front. 2017 (1): 84–93. https://doi.org/10.1061/9780784480441.010.
Thiyyakkandi, S., M. McVay, P. Lai, and R. Herrera. 2017b. “Suitability of jetted and grouted precast pile for supporting mast arm structures.” Can. Geotech. J. 54 (9): 1231–1244. https://doi.org/10.1139/cgj-2016-0467.
Tsinker, G. P. 1988. “Pile jetting.” J. Geotech. Eng. 114 (3): 326–334. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:3(326).
Xu, G. H., Z. Q. Yue, D. F. Liu, and F. R. He. 2006. “Grouted jetted precast concrete sheet piles: Method, experiments and applications.” Can. Geotech. J. 43 (12): 1358–1373. https://doi.org/10.1139/t06-094.
Yu, H. S., and G. T. Houlsby. 1991. “Finite cavity expansion in dilatant soils—Loading analysis.” Géotechnique 41 (2): 173–183. https://doi.org/10.1680/geot.1991.41.2.173.
Yu, H. S., and G. T. Houlsby. 1995. “A large strain analytical solution for cavity contraction in dilatant soils.” Int. J. Numer. Anal. Methods Geomech. 19 (11): 793–811. https://doi.org/10.1002/nag.1610191104.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 6June 2022

History

Received: Dec 14, 2020
Accepted: Feb 1, 2022
Published online: Mar 21, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 21, 2022

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Authors

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Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Palakkad, Kerala 678623, India (corresponding author). ORCID: https://orcid.org/0000-0002-5857-9970. Email: [email protected]
Professor Emeritus, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611. ORCID: https://orcid.org/0000-0002-5731-5711. Email: [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Palakkad, Kerala 678623, India. ORCID: https://orcid.org/0000-0001-9837-0496. Email: [email protected]

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