Actes du colloque - Volume 1 - page 373

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Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
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7 REFERENCES
Conlon, M., (2009). EPA science in action: Nanotechnology
research program, National Exposure Research Laboratory,
US EPA Office of Research and Development. Retrieved
09/09/12
from
_nanomaterials.pdf
Dai, S., Wuttke, F., Santamarina, J. (2012). Coda wave analysis
to monitor processes in soils. Journal of Geotechnical and
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Dyvik, R., Olsen, T. S. (1991). Gmax measured in oedometer
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Norwegian Geotechnical Institute, 181 pp.
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M.J., Lead, J.R., (2008). Nanomaterials in the
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Figure 5. Results of second test. Legend refers to volume of
fluid flushed through the specimen before testing, in liters. First
eight liters were DI water; final four liters contained
experimental treatment (i.e., trial marked “12” describes effect
of experimental treatment). Note difference in vertical scale
with respect to Figure 4.
Lee, J., Santamarina, J. C. (2005). Bender elements:
Performance and signal interpretation. Journal of
Geotechnical and Geoenvironmental Engineering, vol. 131,
no. 9, pp. 1063-1070.
Lee, C., Lee, J.S., Lee, W., Cho, T. H. (2007). Experiment setup
for shear wave and electrical resistance measurements in
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6 ACKNOWLEDGMENTS
This work was funded through the U.S. EPA Office of Research
and Development contracts EP09D000305 and EP10D000763.
It was reviewed by EPA and approved for presentation; it may
not necessarily reflect official Agency policy. Mention of trade
names or commercial products does not constitute endorsement
or recommendation by EPA for use. Practical advice from
Carlos Santamarina and colleagues on preparation and use of
bender elements is greatly appreciated.
Rajabdeen, N., Luke, B, and Werkema, D.D., Jr. (2012).
Evaluation of the Seismic Characterization of Select
Engineered Nanoparticles in Saturated Glass Beads. U.S.
Environmental Protection Agency Report EPA/600/R-
12/547.
Zeng, X., and Ni, B. (1998). Measurement of Gmax under
anisotropic loading condition using bender elements.
Geotechnical Earthquake Engineering and Soil Dynamics
III, ed. P. Dakoulas and M. Yegian. American Society of
Civil Engineers, Reston, Virginia, USA Geotechnical
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