Examining Freeze/Thaw Cycling and Its Impact on the Hydraulic Performance of Cement-Treated Silty Sand
Publication: Journal of Cold Regions Engineering
Volume 29, Issue 3
Abstract
Cement-based solidification/stabilization () is a remediation technology that has been widely used for treatment of a range of contaminants. Currently, there is limited published data on changes in hydraulic performance of cement-treated materials subjected to cycles of freezing/thawing (). Fourteen sets of tests were performed to examine the influence of factors such as number of cycles, freezing temperature, curing time, and mix design on changes in hydraulic conductivity and unconfined compressive strength (UCS) of cement-treated silty sand. Results showed an increase of up to three orders of magnitude in hydraulic conductivity as well as decreases in UCS values after exposure to 4 and cycles. Analysis of variance (ANOVA) performed on the results of a factorial experiment considering the effect of freezing temperature, curing time, and number of cycles showed that all of these factors are significant in affecting the measured changes in the hydraulic conductivity and UCS values. Monitoring of damage using the impact resonance method showed that changes in the resonant frequency of specimens were consistent with changes in hydraulic conductivity and UCS after exposure and also allowed monitoring of damage for intermediate cycles with minimal effort.
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Acknowledgments
The authors acknowledge funding provided by the NSERC Discovery and CREATE programs. Funding was also provided through the Canadian Foundation for Innovation.
References
Antemir, A., Hills, C. D., Carey, P. J., Gardner, K. H., Bates, E. R., and Crumbie, A. K. (2010). “Long-term performance of aged waste forms treated by stabilization/solidification.” J. Hazard. Mater., 181(1–3), 65–73.
ASTM. (1997). “Standard test method for resistance of concrete to rapid freezing and thawing.”, West Conshohocken, PA.
ASTM. (2002). “Determining the effect of freeze-thaw on hydraulic conductivity of compacted or intact soil specimens using a flexible wall permeameter.”, West Conshohocken, PA.
ASTM. (2003). “Standard test methods for freezing and thawing compacted soil-cement mixtures.”, West Conshohocken, PA.
ASTM. (2008). “Standard test method for fundamental transverse, longitudinal, and torsional resonant frequencies of concrete specimens.”, West Conshohocken, PA.
ASTM. (2010). “Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter.”, West Conshohocken, PA.
Batchelor, B. (2006). “Overview of waste stabilization with cement.” Waste Manage., 26(7), 689–698.
Benson, C., and Othman, M. (1993). “Hydraulic conductivity of compacted clay frozen and thawed in situ.” J. Geotech. Eng., 276–294.
Berthouex, P. M., and Brown, L. C. (2002). Statistics for environmental engineers, 2nd Ed., Lewis Publishers, Boca Raton, FL.
Bone, B. D., et al. (2004). “Review of scientific literature on the use of stabilisation/solidification for the treatment of contaminated soil, solid waste and sludges.”, British Environmental Agency, Bristol, U.K.
Dempsey, B. J., and Thompson, M. R. (1973). “Vacuum saturation method for predicting freeze-thaw durability of stabilized materials.” Highway Research Record 442, Highway Research Board, U.S. National Research Council, Urbana, IL, 44–57.
El-Korchi, T., Gress, D., Baldwin, K., and Bishop, R. (1989). “Evaluating the freeze-thaw durability of portland cement-stabilized-solidified heavy metal waste using acoustic measurements.” Environmental aspects of stabilization and solidification of hazardous and radioactive wastes, American Society for Testing and Materials, Philadelphia, 184–191.
Guney, Y., Aydilek, A. H., and Demirkan, M. M. (2006). “Geoenvironmental behavior of foundry sand amended mixtures for highway subbases.” Waste Manage., 26(9), 932–945.
Hearn, N. (1998). “Self-sealing, autogenous healing and continued hydration: What is the difference?” Mater. Struct., 31(8), 563–567.
Hearn, N., Hooton, R. D., and Nokken, M. R. (2006). “Pore structure, permeability, and penetration resistance characteristics of concrete.” Significance of tests and properties of concrete and concrete making, J. F. Lamond and J. H. Pielert, eds. American Society for Testing and Materials, Philadelphia.
Interstate Technology, and Regulatory Council (ITRC). (2011). Development of performance specifications for solidification/stabilization, S/S-1, Interstate Technology and Regulatory Council, Solidification/Stabilization Team, Washington, DC.
Kettle, R. J. (1986). “Assessment of freeze-thaw damage in cement stabilized soils.” Conf. Proc., Research on Transportation Facilities in Cold Regions, Boston, 16–31.
Klich, I., Wilding, L. P., Drees, L. R., and Landa, E. R. (1999). “Importance of microscopy in durability of solidified and stabilized contaminated soils.” Soil Sci. Soc. Am. J., 63(5), 1274–1283.
Micah Hale, W., Freyne, S., and Russell, B. (2009). “Examining the frost resistance of high performance concrete.” Constr. Build. Mater., 23(2), 878–888.
Nmai, C. K. (2006). “Freezing and thawing.” Significance of tests and properties of concrete and concrete making, J. F. Lamond and J. H. Pielert, eds. American Society for Testing and Materials, Philadelphia.
Othman, M. A., and Benson, C. H. (1992). “Effect of freeze-thaw on the hydraulic conductivity of three compacted clay from Wisconsin.” Transp. Res. Board. Adv. Geotech. Eng., (1369), 126–129.
Othman, M. A., and Benson, C. H. (1993). “Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay.” Can. Geotech. J., 30(2), 236–246.
Othman, M. A., Benson, C. H., Chamberlain, E., and Zimmie, T. (1994). “Laboratory testing to evaluate changes in hydraulic conductivity of compacted clays caused by freeze-thaw: State-of-the-art.” Hydraulic conductivity and waste contaminant transport in soil, American Society for Testing and Materials, Philadelphia.
Pamukcu, S., Topcu, I. B., and Guven, C. (1994). “Hydraulic conductivity of solidified residue mixtures used as a hydraulic barrier.” Hydraulic conductivity and waste contaminant transport in soil (STP 1142), D. E. Daniel and S. J. Trautwein, eds. American Society for Testing and Materials, Philadelphia, 505–520.
Paria, S., and Yuet, P. K. (2006). “Solidification/stabilization of organic and inorganic contaminants using portland cement: A literature review.” J. Environ. Rev., 14(4), 217–255.
Penttala, V. (2006). “Surface and internal deterioration of concrete due to saline and non-saline freeze–thaw loads.” Cem. Concr. Res., 36(5), 921–928.
Sansalone, M. (1997). Impact-echo nondestructive evaluation of concrete and masonry, Bulbrier Press, Jersey Shore, PA.
Shihata, S. A., and Baghdadi, Z. A. (2001). “Simplified method to assess freeze-thaw durability of soil cement.” J. Mater. Civ. Eng., 243–247.
Statistical Package for Social Science (SPSS) 18 [Computer software]. SPSS, Chicago.
Stegemann, A., and Coté, P. L. (1996). “A proposed protocol for evaluation of solidified wastes.” Sci. Total Environ., 178(1-3), 103–110.
Yang, Y., Lepech, M. D., Yang, E., and Li, V. C. (2009). “Autogenous healing of engineered cementitious composites under wet–dry cycles.” J. Cem. Concr. Res., 39(5), 382–390.
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© 2014 American Society of Civil Engineers.
History
Received: Apr 17, 2012
Accepted: Aug 13, 2014
Published online: Oct 7, 2014
Discussion open until: Mar 7, 2015
Published in print: Sep 1, 2015
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