Closure to “Low Strain Integrity Testing of Piles: Three-Dimensional Effects” by Y. K. Chow, K. K. Phoon, W. F. Chow, and K. Y. Wong
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VIEW THE REPLYAuthors: Y. K. Chow, K. K. Phoon [email protected], W. F. Chow, and K. Y. WongAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 2
1090-0241(2005)131:2(270.1)/asset/5e450e91-3a47-4757-95e5-cea4e16dc281/assets/(asce)1090-0241(2005)131:2(270.1).fp.png)
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References
Hardin, B. O., and Black, W. L. (1968). “Vibration modulus of normally consolidated clay.” J. Soil Mech. Found. Div., 94(2), 353–369.
Hardin, B. O., and Black, W. L. (1969). “Closure to ‘Vibration modulus of normally consolidated clay.’” J. Soil Mech. Found. Div., 95(6), 1531–1537.
Lambe, T. W., and Whitman, R. V. (1979). Soil mechanics, SI version, Wiley, New York.
Lanzo, G., Vucetic, M., and Doroudian, M. (1997). “Reduction of shear modulus at small strains in simple shear.” J. Geotech. Geoenviron. Eng., 123(11), 1035–1042.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 131 • Issue 2 • February 2005
Pages: 270
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© 2005 ASCE.
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Published online: Feb 1, 2005
Published in print: Feb 2005
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Y. K. Chow
Professor, Dept. of Civil Engineering, National Univ. of Singapore, Singapore 117576.
Associate Professor, Dept. of Civil Engineering, National Univ. of Singapore, Singapore 117576. E-mail: [email protected]
W. F. Chow
Engineer, Maunsell Consultants (Singapore) Pte Ltd., 300 Beach Rd., #03-00, Singapore 199555.
K. Y. Wong
Technical Director, RPM Engineers Sdn Bhd, 34A Jalan SS21/39, Damansara Utama 47400, P.J., Malaysia.
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