Closure to “Rational Wave Equation Model for Pile‐Driving Analysis” by S. L. Lee, Y. K. Chow, G. P. Karunarantne, and K. Y. Wong (March, 1988, Vol. 114, No. 3)
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 115, Issue 8
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References
1.
Chow, Y. K. (1984). “Dynamic pile‐soil interaction during impact driving.” Proc. Fourth Int. Conference on Appl. Numerical Modelling, Taiwan, Republic of China, 119–123.
2.
Chow, Y. K. (1985). “Dynamic response of axially loaded piled foundations.” Proc. Fifth Int. Conference on Numerical Methods in Geomech., Nagoya, Japan, 1485–1492.
3.
Chow, Y. K., et al. (1988b). “Prediction of pile capacity from stress‐wave measurements: some numerical aspects.” Int. J. Numerical and Analytical Methods in Geomech., 12(5), 505–512.
4.
Lee, S. L., et al. (1987). “Analysis of stress‐wave measurements in piles.” Proc., Fifth Int. Geotech. Seminar on Case Histories in Soft Clay, Nanyang Tech. Inst., Singapore, 129–134.
5.
Lee, S. L., et al. (1989). “Some recent developments in the wave equation method for pile driving analysis.” Keynote Lecture, Piletalk International Seminar, Kuala Lumpur, Malayasia.
6.
Nishida, Y., Sekiguchi, H., and Matsumoto, T. (1986). “Stress wave monitoring for a friction pile during driving: a new analysis procedure.” Soils and Foundations 26(4), 111–126.
7.
Wong, K. Y., et al. (1987). “Driveability of piles and the effects of followers.” J. Geotech. Engrg., 18(2), 167–184.
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Copyright © 1989 ASCE.
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Published online: Aug 1, 1989
Published in print: Aug 1989
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