Discussion of “Use of SPT Blow Counts to Estimate Shear Strength Properties of Soils: Energy Balance Approach” by H. Hettiarachchi and T. Brown
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VIEW THE ORIGINAL ARTICLEAuthors: Fernando Schnaid [email protected], Edgar Odebrecht [email protected], and Bianca O. Lobo [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 11
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References
De Mello, V. F. B. (1971) “The standard penetration test.” Proc., 4th Pan American Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Puerto rico, 1–87.
Hatanaka, M., and Uchida, A. (1996). “Empirical correlation between penetration resistance and effective friction of sand soil.” Soil Found., 36(4), 1–9.
Liao, S. S. C., and Whitman, R. V. (1986). “Overburden correction factors for SPT in sand.” J. Geotech. Engrg., 112(3), 373–377.
Odebrecht, E., Schnaid, F., Rocha, M. M., and Bernardes, G. P. (2005). “Energy efficiency for standard penetration test.” J. Geotech. Geoenviron. Eng., 131(10), 1252–1263.
Schnaid, F., Odebrecht, E., Rocha, M. M., and Bernardes, G. P. (2009). “Prediction of soil proprieties from the concepts of energy transfer in dynamic penetration tests.” J. Geotech. Geoenviron. Eng., 135(8), 1092–1100.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 136 • Issue 11 • November 2010
Pages: 1585 - 1587
Copyright
© 2010 ASCE.
History
Received: Oct 30, 2009
Accepted: Dec 1, 2009
Published online: Oct 15, 2010
Published in print: Nov 2010
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Assoc. Prof., Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99–3° andar-90035-190 Porto Alegre, Rio Grande do Sul, Brazil. E-mail: [email protected]
Asst. Prof., Dept. of Civil Engineering, State Univ. of Santa Catarina, Rua Machado de Assis, 277-Ap. 602-89204-390-Joinville, Santa Catarina, Brazil. E-mail: [email protected]
Asst. Prof., Dept. of Civil Engineering, Federal Univ. of Santa Catarina, Servidão Corintians, 97-Ap. 704-88040-100-Florianópolis, Santa Catarina, Brazil. E-mail: [email protected]
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