Closure to “Strain-Rate Effects on Soil Secant Shear Modulus at Small Cyclic Strains” by Leo Matesic and Mladen Vucetic
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Volume 131, Issue 2
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References
Doroudian, M., and Vucetic, M. (1995). “A direct simple shear device for measuring small-strain behvior.” Geotech. Test. J., 18(1), 69–85.
Doroudian, M., and Vucetic, M., (1998). “Small-strain testing in an NGI-type direct simple shear device.” Proc., 11th Danube-European Conf. on Soil Mechanics and Geotechnical Engineering, Balkema, Rotterdam, The Netherlands, 687–693.
Hsu, C.-C., and Vucetic, M., (2002). “Dynamic and cyclic behavior of soils over a wide range of shear strains in NGI-type simple shear testing device.” UCLA Research Rep. No. ENG-02-228, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, January.
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.
Tabata, K., and Vucetic, M. (2002). “Results of cyclic simple shear tests on fifteen soils conducted for PEARL project and other research purposes.” UCLA Research Rep. No. ENG-02-233, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, November.
Vucetic, M., and Dobry, R. (1991). “Effect of soil plasticity on cyclic response.” J. Geotech. Eng. 117(1), 89–107.
Vucetic, M., and Tabata, K. (2003). “Influence of soil type on the effect of strain rate on small-strain cyclic shear modulus.” Soils Found., 43(5), 161–173.
Vucetic, M., Hsu, C.-C., and Doroudian, M. (1998a). “Results of cyclic and dynamic simple shear tests on soils from La Cienega site conducted for ROSRINE project and other research purposes.” UCLA Research Rep. No. ENG-98-200, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, December.
Vucetic, M., Lanzo, G., and Doroudian M. (1998b). “Damping at small strains in cyclic simple shear test.” J. Geotech. Geoenviron. Eng., 124(7), 585–594.
Vucetic, M., Lanzo, G., and Doroudian, M. (1998c). “Effect of the shape of cyclic loading on damping ratio at small strains.” Soils Found., 38(1), 111–120.
Vucetic, M., Doroudian, M., and Matesic, L. (1999). “Results of geotechnical laboratory tests on soil samples from the UC San Diego Campus.” UCLA Research Rep. No. ENG-99-204, Civil and Environmental Engineering Dept., Univ. of California, Los Angeles, May.
Vucetic, M., Tabata, K., and Matesic, L. (2003). “Effect of average straining rate on shear modulus at small cyclic strains.” Proc., Int. Conf. on Deformation Characteristics of Geomaterials, Di Benedetto et al., eds., Balkema, Lisse, The Netherlands, pp. 321–328.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 131 • Issue 2 • February 2005
Pages: 271 - 272
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© 2005 ASCE.
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Published online: Feb 1, 2005
Published in print: Feb 2005
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