Closure to “Settlement Ratio of Pile Groups in Sandy Soils from Field Load Tests” by Y. Xu and L. M. Zhang
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VIEW THE REPLYAuthors: Y. Xu and L. M. Zhang, M.ASCEAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 9
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References
Berezantsev, V. G., Khrisoforov, V. S., and Golubkov, V. N. (1961). “Load bearing capacity and deformation of piled foundations.” Proc. 5th Int. Conf. Soil Mech. and Found. Eng., Paris, Vol. 2, 11–15.
O’Neill, M. W. (1983). “Group action in offshore piles.” Geotechnical Practice in Offshore Engineering, S. G. Wright, ed., ASCE, New York, 25–64.
Poulos, H. G. (1989). “Pile behavior: Theory and application.” Geotechnique, 39(3), 365–415.
Poulos, H. G. (1994). “Settlement prediction for driven piles and pile groups.” Geotech. Special Publication No. 40, Vol. 2, A. T. Yeung and G. Y. Félio, eds., ASCE, New York, 1629–1649.
Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design, Wiley, New York.
Vesic, A. S. (1969). “Experiments with instrumented pile groups in sand.” Performance of deep foundations, ASTM STP 444, ASTM, West Conshohocken, Pa., 177–222.
Zhang, L. M., Tang, W. H., and Ng, C. W. W. (2001). “Reliability of axially loaded driven pile groups.” J. Geotech. Geoenviron. Eng., 127(12), 1051–1060.
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© 2008 ASCE.
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Published online: Sep 1, 2008
Published in print: Sep 2008
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Y. Xu
Res. Asst., Dept. of Civ. Engrg., The Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Hong Kong. E-mail: [email protected]
L. M. Zhang, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., The Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Hong Kong. E-mail: [email protected]
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