Discussion of “Piles in Permafrost” by Andrew G. Heydinger (June 1987, Vol. 1, No. 2)
Publication: Journal of Cold Regions Engineering
Volume 2, Issue 3
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References
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Ladanyi, B. (1976). “Use of the static penetration test in frozen soils.” Can. Geotech. J., 13(2), 95–110.
2.
Ladanyi, B. (1982). “Determination of geotechnical parameters of frozen soils by means of the cone penetration test.” Proc. 2nd European Symp. on Penetration Testing, Netherlands National Society of the International Society for Soil Mechanics and Foundation Engineering, 2, 671–678.
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Ladanyi, B. (1985). “Use of the cone penetration test for the design of piles in permafrost.” J. of Energy Resour. Technol. Trans., ASME, 107(2), 183–187.
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Ladanyi, B., and Guichaoua, A. (1985). “Bearing capacity and settlement of shaped piles in permafrost.” Proc. XI Int. Conf. on Soil Mech. and Foundation Engrg., International Society for Soil Mechanics and Foundation Engineering, 3, 1421–1427.
5.
Ladanyi, B., and Guichaoua, A. (1986). “Time‐dependent bond regain in driven piles in permafrost.” Proc. Int. Conf. on Deep Foundations, Deep Foundations Institute and Comprehensive Institute of Geotechnical Investigation and Surveying, 1, 2.164–2.169.
6.
Trofimenkov, Y. G., Minkin, M. A., and Gvozdik, V. I. (1986). “Determination of the bearing capacity of piles in permafrost by static penetration.” Soil Mech. Found. Eng., 23(2), 58–63.
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Copyright © 1988 ASCE.
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Published online: Sep 1, 1988
Published in print: Sep 1988
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