DISCUSSIONS AND CLOSURES
Oct 1, 2007

Closure to “Drilled Shaft Side Friction in Gravelly Soils” by Kyle M. Rollins, Robert J. Clayton, Rodney C. Mikesell, and Bradford C. Blaise

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 10
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References

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Bolton, M. D. (1986). “The strength and dilatancy of sands.” Geotechnique, 36(1), 65–78.
Boulon, M., and Foray, P. (1986). “Physical and numerical simulation of lateral shaft friction along offshore piles in sand.” Proc., III Int. Conf. on Numerical Methods in Offshore Piling, Nantes, 127–147.
Chen, J. R. (2004). “Axial behavior of drilled shafts in gravelly soils.” Ph.D. dissertation, Cornell Univ., Ithaca, N.Y.
Harraz, A. M., Houston, W. N., Walsh, K. D., Perry, C. R., and Houston, S. L. (2005). “Comparison of measured and predicted skin friction values for axially loaded drilled shaft foundations in gravelly soils.” Advances in Deep Foundations, GSP 132, 12.
Hirany, A., and Kulhawy, F. H. (2002). “On the interpretation of drilled foundation load test results.” Deep Foundations 2002, GSP116,Vol. 2, 1018–1028.
Jamiolkowski, M. B. (2000). “Axial load capacity of bored piles in sand and gravel.” Proc., 3rd Symp. on Deep Foundations.
Koerner, R. M. (1970). “Effect of particle characteristics on soil strength.” J. Soil Mech. and Found. Div., 96(4), 1221–1234.
Kulhawy, F. H., and Hirany, A. (1989). “Interpretation of load tests on drilled shafts. II: Axial uplift.” Foundation Engineering. Current Principles and Practices, GSP, 22, 1150–1159.
Kulhawy, F. H., and Mayne, P. W. (1990). “Manual on estimating soil properties for foundation design.” Rep. No. EPRI EL-6800, Electric Power Research Institute, Palo Alto, Calif., 2–25.
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O’Neill, M. W., and Reese, L. C. (1999). “Drilled shafts: Construction procedures and design methods.” FHWA-IF-99-025, U.S. Department of Transportation, Washington, D.C., Vol. II, B-50–B-50.
Rollins, K. M., Evans, M., Diehl, N., and Daily, W. (1998). “Shear modulus and damping relationships for gravels.” J. Geotech. Geoenviron. Eng., 124(5), 396–405.
Turner, J. P., and Kulhawy, F. H. (1990). “Drained uplift capacity of drilled shafts under repeated axial loading.” J. Geotech. Engrg., 116(3), 470–491.
U.S. Navy. (1982). Foundation and earth structures design manual 7.2, Department of the Navy, Naval Facilities Engineering Command, Alexandra, Va.
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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 133Issue 10October 2007
Pages: 1328 - 1331

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Published online: Oct 1, 2007
Published in print: Oct 2007

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Kyle M. Rollins
Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., Provo, UT 84602. E-mail: [email protected]

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