References

Herrera, R., 2001. Determine optimum depths of drilled shafts subjected to combined torsion and lateral loads using the centrifuge. Master Thesis, University of Florida, Gainesville, Florida.

Hu, Z., M. McVay, D. Bloomquist, R. Herrera and P. Lai, 2006. Influence of torque on lateral capacity of drilled shafts in sands. J. Geotech. Geoenviron. Eng., 132: 454-464.

Lee, S.W., A.R. Pickles and T.O. Henderson, 2006. Numerical modeling of laterally loaded short pile. Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering, September 6-8, 2006, Taylor & Francis, Graz, Austria, ISBN:978-0-415-40822-6, pp: 557-561.

McVay, M., R. Herrera and Z. Hu, 2003. Determine optimum depths of drilled shafts subject to combined torsion and lateral loads using centrifuge testing (BC-354, RPWO #9). Master Thesis, Florida State University, Tallahassee, Florida.

NCHRP, 2003. Structural supports for highway signs, luminaires and traffic signals (NCHRP report 494). National Cooperative Highway Research Program, TRB, Washington, USA.

Tawfiq, K., 2000. Drilled shafts under torsional loading conditions (B-9191). Master Thesis, Florida Department of Transportation, Florida State University, Tallahassee, Florida.

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: 1928-1938.
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