Closure to “Termination Criteria for Jacked Pile Construction and Load Transfer in Weathered Soils” by L. M. Zhang, C. W. W. Ng, F. Chan, and H. W. Pang
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Volume 133, Issue 11
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References
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Shenzhen Bureau of Construction. (2005). Code for investigation and design of foundation, Shenzhen Bureau of Construction, Shenzhen, Guangdong, China.
White, D. J., and Lehane, B. M., (2004). “Friction fatigue on displacement piles in sand.” Geotechnique, 54(10), 645–658.
Yang, J., Tham, L. G., Lee, P. K. K., Chan, S. T., and Yu, F., (2006). “Behaviour of jacked and driven piles in sandy soil.” Geotechnique, 56(4), 245–359.
Zhang, L. M., Li, D. Q., and Tang, W. H., (2005). “Reliability of bored pile foundations considering bias in failure criteria.” Can. Geotech. J., 42(4), 1086–1093.
Zhang, L. M., Liu, J. L., and Zhang, Z. M., (2003) “The Chinese limit state design code for building pile foundations JGJ 94–94: A comparative study.” Proc., LSD2003: International Workshop on Limit State Design in Geotechnical Engineering Practice, (CD-ROM), Phoon, K. K., Honjo, Y., and Gilbert, R. B., eds., World Scientific, Singapore.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 133 • Issue 11 • November 2007
Pages: 1480 - 1481
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© 2007 ASCE.
History
Published online: Nov 1, 2007
Published in print: Nov 2007
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