Technical Papers
Jun 23, 2018

Dynamic Properties of Controlled Low-Strength Materials with Treated Oil Sand Waste

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 9

Abstract

The use of controlled low-strength materials (CLSM) is rapidly expanding in many geotechnical applications as designer backfill, especially foundations subjected to dynamic loading. This paper investigates the effects of incorporating treated oil sand waste (TOSW) in CLSM as a replacement of fly ash and partial replacement of sand on its dynamic properties. Several mixtures of CLSM were prepared with varying contents of cement, fly ash, and TOSW, and their shear wave velocity and geo-mechanical properties were evaluated. The piezoelectric ring actuator (PRA) technique was used for measuring Vs of CLSM and an empirical equation was suggested to estimate shear wave velocity (Vs) based on mixture proportions of CLSM. The results suggest that the shear wave velocity was affected primarily by the cement content, while TOSW had minimal impact on it. However, TOSW improved the flowability of the mixture and could totally replace fly ash for that function. It is concluded that TOSW can be successfully incorporated in CLSM mixtures, offering an application to reduce the landfill disposals of oil sands waste while reducing the demand on natural resources.

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References

Aboutabikh, M., A. Soliman, and M. H. El Naggar 2015. “Effect of treated oil sands drill cuttings waste on micropiles grout properties.” In 68th Canadian Geotechnical Conference. GeoQuebec. Quebec City.
Aboutabikh, M., A. M. Soliman, and M. H. El Naggar. 2016. “Properties of cementitious material incorporating treated oil sands drill.” Constr. Build. Mater. 111: 751–757.
ACI (American Concrete Institute). 2013. Controlled low-strength materials. ACI 229R-13. Framington Hills, MI: ACI.
Ahmad, S., A. Alnuaim, and M. H. El Naggar. 2015. “Dynamic shear modulus of kaolin-silt clay using a novel technique.” In Vol. 6 of 6th Int. Symp. on Deformation Characteristics of Geomaterials, 331–341. Buenos Aires, Argentina: IOS Press.
Ahmed, S. 2016. Piezoelectric device for measuring shear wave velocity of soils and evaluation of low and high strain shear modulus. London, ON, Canada: Univ. of Western Ontario.
Amaral, M. F., A. V. Da Fonseca, M. Arroyo, G. Cascante, and J. Carvalho. 2011. “Compression and shear wave propagation in cemented-sand specimens.” Géotech. Lett. 1 (3): 79–84. https://doi.org/10.1680/geolett.11.00032.
ASTM. 2007. Standard test method for density (unit weight), yield, cement content, and air content (gravimetric) of controlled low-strength material (CLSM). ASTM D6023-07. Conshohocken, PA: ASTM.
ASTM. 2010a. Standard test method for preparation and testing of controlled low strength material (CLSM) test cylinders. ASTM D4832-10. Conshohocken, PA: ASTM.
ASTM. 2010b. Standard test method for static modulus of elasticity and poisson’s ratio of concrete in compression. ASTM C469/469M-10. Conshohocken, PA: ASTM.
Brignoli, E., M. Gotti, and K. H. Stokoe. 1996. “Measurement of shear waves in laboratory specimens by means of piezoelectric transducers.” Geotech. Test. J. 19 (4): 384–397. https://doi.org/10.1520/GTJ10716J.
Byun, Y. H., H. WooJin, and E. Tutumluer. 2016. “Elastic wave characterization of controlled low-strength material using embedded piezoelectric transducers embedded piezoelectric transducers.” Constr. Build. Mater. 127 (Nov): 210–219. https://doi.org/10.1016/j.conbuildmat.2016.09.113.
Cai, Y., Q. Dong, J. Wang, C. Gu, and C. Xu. 2015. “Measurement of small strain shear modulus of clean and natural sands.” Soil Dyn. Earthquake Eng. 76 (Sep): 100–110. https://doi.org/10.1016/j.soildyn.2014.12.013.
Chiang, Y. C., and Y. S. Chae. 1972. “Dynamic properties of cement treated soils.” Highway Res. Rec. 379 (1): 39–51.
Dyvik, R. A. 1985. “Lab measurements of Gmax using bender elements.” In Proc., Conf. on Advances in the Art of Testing Soils under Cyclic Conditions, 186–196. Detroit, MI.
El Naggar, M. H., O. Drbe, and S. Ahmed. 2013. Static and dynamic stiffness and strength of Fillcrete. London: Univ. of Western Ontario.
Gamal El-Dean, D. 2007. “Development of a new piezo-electric pulse testing device and soil characterization using shear waves.” Ph.D. dissertation, Université de Sherbrooke.
Halmen, C., and H. Shah. 2015. “Controlled low-strength materials composed solely of by-products.” ACI Mater. J. 112 (2): 239–246. https://doi.org/10.14359/51686987.
Hammam, A., and M. Eliwa. 2013. “Comparison between results of dynamic and static moduli of soil determined by different methods.” HBRC J. 9 (2): 144–149. https://doi.org/10.1016/j.hbrcj.2013.05.002.
Ismail, M. A. 2005. “Shear-plate transducers as a possible alternative to bender elements for measuring Gmax.” Geotechnique 55 (5): 403–407. https://doi.org/10.1680/geot.2005.55.5.403.
Jamiolkowski, M., D.C. F. LoPresti, and O. Pallara 1995. “Role of in-situ testing in geotechnical earthquake engineering.” In Proc., Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Rolla, MO: Missouri University of Science and Technology.
Karray, M. M. 2015. “Measuring shear wave velocity of granular material using the piezoelectric ring-actuator technique (P-RAT).” Can. Geotech. J. 52 (9): 1302–1317. https://doi.org/10.1139/cgj-2014-0306.
Kassem, M., A. Soliman, and M. H. El Naggar. 2015. “Implementation of treated oil sands waste in continuous flight auger piles concrete mixtures.” In 68th Canadian Geotechnical Conf., GeoQuebec. Quebec City: Canadian Geotechnical Society.
Khan, Z., G. Cascante, M. H. El Naggar, and C. G. Lai. 2008. “Measurement of frequency dependent dynamic properties of soils using the resonant column device.” J. Geotech. Geoenviron. Eng. 134 (9): 1319–1326. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:9(1319).
Khan, Z., M. H. El Naggar, and G. Cascante. 2011. “Frequency dependent dynamic properties from resonant column and cyclic triaxial tests.” J. Franklin Inst. 348 (7): 1363–1376. https://doi.org/10.1016/j.jfranklin.2010.04.003.
Kim, Y. T., and H. S. Kang. 2011. “Engineering characteristics of rubber-added lightweight soil as a flowable backfill material.” J. Mater. Civ. Eng. 23 (9): 1289–1294.
Kramer, S. L. 1996. Geotechnical earthquake engineering. Upper Saddle River, NJ: Prentice Hall.
Lachemi, M., K. Hossain, M. Shehata, and W. Thaha. 2007. “Characteristics of controlled low-strength materials incorporating cement kiln dust.” Can. J. Civ. Eng. 34 (4): 485–495. https://doi.org/10.1139/l06-136.
Lee, I.-M., J.-S. Kim, H.-K. Yoon, and J.-S. Lee. 2014. “Evaluation of compressive strength and stiffness of grouted soils by using elastic waves.” Sci. World J. 2014 (9): 1–9. https://doi.org/10.1155/2014/215804.
Lee, J.-S., and J. C. Santamarina. 2005. “Bender elements: Performance and signal interpretation.” J. Geotech. Geoenviron. 131 (9): 1063–1070. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:9(1063).
Lutz, K., H. Wim, D. Greet, and D. David. 2008. “Determination of the material damping ratio with the bender element.” J. Geotech. Geoenviron. Eng. 134 (12): 1743–1756. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:12(1743).
Mansour, M. A., M. Aboutabikh, A. Soliman, and M. H. El Naggar. 2016. “Sustainable grouted helical piles: Materials and performance.” In Vol. 9 of Proc., Canadian Society for Civil Engineering (CSCE) Conf. London: Canadian Society of Civil Engineers.
Mneina, A., A. Soliman, A. Ahmed, and M. H. El Naggar. 2016. “Green controlled low-strength material.” In Proc., 69th Canadian Geotechnical Conf. (GeoVancouver 2016). Vancouver, BC, Canada.
Mneina, A., A. M. Soliman, A. Ahmed, and M. H. El Naggar. 2018. “Engineering properties of controlled low-strength materials containing treated oil sand waste.” Constr. Build. Mater. 159 (1): 277–285. https://doi.org/10.1016/j.conbuildmat.2017.10.093.
Nataraja, M. C., and Y. Nalanda. 2008. “Performance of industrial by-products in controlled low-strength materials (CLSM).” Waste Manage. J. 28 (7): 1168–1181.
Paydar, N. A., and M. M. Ahmadi. 2016. “Effect of fines type and content of sand on correlation between shear wave velocity and liquefaction resistance.” Geotech. Geol. Eng. 34 (6): 1857–1876. https://doi.org/10.1007/s10706-016-9995-8.
Saxena, S. K., A. S. Avramidis, and K. R. Reddy. 1988. “Dynamic moduli and damping ratios for cemented sands at low strains.” Can. Geotech. J. 25 (2): 353–368. https://doi.org/10.1139/t88-036.
Siddique, R. 2009. “Utilization of waste materials and by-products in producing controlled low-strength materials.” Resources, Conservation and Recycling J. 54 (1): 1–8.
Viggiani, G., and J. H. Atkinson. 1995. “Interpretation of bender element tests.” Géotechnique 8 (2): 149–154.
Yang, J., and X. Liu. 2016. “Shear wave velocity and stiffness of sand: The role of non-plastic fines.” Géotechnique 66 (6): 500–514. https://doi.org/10.1680/jgeot.15.P.205.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 9September 2018

History

Received: Aug 14, 2017
Accepted: Jan 16, 2018
Published online: Jun 23, 2018
Published in print: Sep 1, 2018
Discussion open until: Nov 23, 2018

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Authors

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Ahmed Mneina
M.Sc. Student, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London, ON, Canada N6A 5B9.
P.Eng.
Researcher, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London, ON, Canada N6A 5B9 (corresponding author). Email: [email protected]
M. H. El Naggar, F.ASCE
P.Eng.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London, ON, Canada N6A 5B9.

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