Coefficient of At-Rest Earth Pressure of Cemented Nonplastic Mine Tailings
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 11
Abstract
Backfilling is critical to deep and high-stress mining in order to minimize stress redistributions in the host rock, which can lead to mining-induced seismicity and underground excavation collapse. Cemented paste backfill (CPB) is the most popular backfilling material in the mining industry; it is a mixture of mine tailings, binder, and water, which tightly fills the mined-out space, providing optimum regional ground control. This paper presents the results of a laboratory study of the evolution of the coefficient of at-rest earth pressure () of a typical CPB material. The impact of parameters such as cement content and curing time on and one-dimensional behavior of a CPB in stresses up to 1.8 MPa was studied. In general, behavior is characterized by three regions: elastic, transitional, and posttransitional. Fitting functions are proposed to predict evolving based on cement content, specimen curing time, and unconfined compressive strength (UCS) as the most common laboratory test in geomechanical engineering practices. Although the calibrated functions are specific to the material tested, the testing approach can be used to characterize other mines’ backfills.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published paper.
Acknowledgments
The authors express their gratitude to Barrick Gold Corp and Natural Sciences and Engineering Research Council Canada (Collaborative Research and Development Grant No. 514220-1) for financial support of this research as a part of a larger investigation into the behavior of high-performance cemented paste backfill.
References
Abdul-Hussain, N., and M. Fall. 2012. “Thermo-hydro-mechanical behaviour of sodium silicate-cemented paste tailings in column experiments.” Tunnelling Underground Space Technol. 29 (May): 85–93. https://doi.org/10.1016/j.tust.2012.01.004.
Alcott, J., D. Dallaire, and T. Belem. 2019. “Pastefill optimisation at Hecla Québec’s casa Berardi mine.” In Proc., 53rd US Rock Mechanics/Geomechanics. New York: American Rock Mechanics Association.
Anagnostopoulos, A. G., N. Kalteziotis, G. K. Tsiambaos, and M. Kavvadas. 1991. “Geotechnical properties of the Corinth Canal marls.” Geotech. Geol. Eng. 9 (1): 1–26. https://doi.org/10.1007/BF00880981.
ASTM. 2014. Standard test method for specific gravity of soil solids by gas pycnometer. ASTM D5550-14. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166/D2166M-16. West Conshohocken, PA: ASTM.
Coop, M. R., and J. H. Atkinson. 1993. “The mechanics of cemented carbonate sands.” Géotechnique 43 (1): 53–67. https://doi.org/10.1680/geot.1993.43.1.53.
Cuccovillo, T., and M. R. Coop. 1999. “On the mechanics of structured sands.” Géotechnique 49 (6): 741–760. https://doi.org/10.1680/geot.1999.49.6.741.
Cui, L., and M. Fall. 2017. “Multiphysics modeling of arching effects in fill mass.” Comput. Geotech. 83 (Mar): 114–131. https://doi.org/10.1016/j.compgeo.2016.10.021.
Doherty, J. P., A. Hasan, G. H. Suazo, and A. Fourie. 2015. “Investigation of some controllable factors that impact the stress state in cemented paste backfill.” Can. Geotech. J. 52 (12): 1901–1912. https://doi.org/10.1139/cgj-2014-0321.
El Mkadmi, N., M. Aubertin, and L. Li. 2013. “Effect of drainage and sequential filling on the behavior of backfill in mine stopes.” Can. Geotech. J. 51 (1): 1–15. https://doi.org/10.1139/cgj-2012-0462.
Fang, K., and M. Fall. 2020. “Shear behavior of the interface between rock and cemented backfill: Effect of curing stress, drainage condition and backfilling rate.” Rock Mech. Rock Eng. 53 (1): 325–336. https://doi.org/10.1007/s00603-019-01909-2.
Galaa, A. M., M. W. Grabinsky, and W. F. Bawden. 2012. “Characterizing stiffness development in early age cemented paste backfills with sand in a non-destructive triaxial test.” In Proc., 65th Canadian Geotechnical Conf. Saskatoon, SK, Canada: The Canadian Geotechnical Society.
Galaa, A. M., B. D. Thompson, M. W. Grabinsky, and W. F. Bawden. 2011. “Characterizing stiffness development in hydrating mine backfill using ultrasonic wave measurements.” Can. Geotech. J. 48 (8): 1174–1187. https://doi.org/10.1139/t11-026.
Ghirian, A., and M. Fall. 2013. “Coupled thermo-hydro-mechanical–chemical behaviour of cemented paste backfill in column experiments. Part I: Physical, hydraulic and thermal processes and characteristics.” Eng. Geol. 164 (Sep): 195–207. https://doi.org/10.1016/j.enggeo.2013.01.015.
Helinski, M., M. Fahey, and A. Fourie. 2011. “Behavior of cemented paste backfill in two mine stopes: Measurements and modeling.” J. Geotech. Geoenviron. Eng. 137 (2): 171–182. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000418.
Helinski, M., A. Fourie, M. Fahey, and M. Ismail. 2007. “Assessment of the self-desiccation process in cemented mine backfills.” Can. Geotech. J. 44 (10): 1148–1156. https://doi.org/10.1139/T07-051.
Horpibulsuk, S., D. T. Bergado, and G. A. Lorenzo. 2004. “Compressibility of cement-admixed clays at high water content.” Géotechnique 54 (2): 151–154. https://doi.org/10.1680/geot.2004.54.2.151.
Jafari, M., and M. Grabinsky. 2022. “Predicting the isotropic volumetric compression response of hydrating cemented paste backfill (CPB).” Geotech. Geol. Eng. 40 (9): 4821–4836. https://doi.org/10.1007/s10706-022-02186-7.
Jafari, M., M. Grabinsky, and W. Yue. 2023. “Integrated interpretation of electrical conductivity changes, heat generation, and strength development in the first week in cemented paste backfill.” Geotech. Test. J. 45 (3): 559–578. https://doi.org/10.1520/GTJ20220124.
Jafari, M., M. Shahsavari, and M. Grabinsky. 2020a. “Cemented paste backfill 1-D consolidation results interpreted in the context of ground reaction curves.” Rock Mech. Rock Eng. 53 (9): 4299–4308. https://doi.org/10.1007/s00603-020-02173-5.
Jafari, M., M. Shahsavari, and M. Grabinsky. 2020b. “Experimental study of the behavior of cemented paste backfill under high isotropic pressure.” J. Geotech. Geoenviron. Eng. 146 (11): 06020019. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002383.
Jafari, M., M. Shahsavari, and M. Grabinsky. 2020c. “Hydration effects on specific gravity and void ratio of cemented paste backfill.” Geotech. Test. J. 43 (5): 1300–1316. https://doi.org/10.1520/GTJ20190094.
Jafari, M., M. Shahsavari, and M. Grabinsky. 2021. “Drained triaxial compressive shear response of cemented paste backfill (CPB).” Rock Mech. Rock Eng. 54 (6): 3309–3325. https://doi.org/10.1007/s00603-021-02464-5.
Jaky, J. 1948. “Pressure in soils.” In Proc., 2nd Int. Conf. on Soil Mechanics and Foundation Engineering, 103–107. Haarlem, Netherlands: International Conference on Soil Mechanics and Foundation Engineering.
Jiang, H., J. Han, Y. Li, E. Yilmaz, Q. Sun, and J. Liu. 2020. “Relationship between ultrasonic pulse velocity and uniaxial compressive strength for cemented paste backfill with alkali-activated slag.” Nondestr. Test. Eval. 35 (4): 359–377. https://doi.org/10.1080/10589759.2019.1679140.
Kavvadas, M., B. Papadopoulos, and N. Kalteziotis. 1994. “Geotechnical properties of the Ptolemais lignite.” Geotech. Geol. Eng. 12 (2): 87–112. https://doi.org/10.1007/BF00429768.
Liu, M. D., and J. P. Carter. 1999. “Virgin compression of structured soils.” Géotechnique 49 (1): 43–57. https://doi.org/10.1680/geot.1999.49.1.43.
Raffaldi, M. J., J. B. Seymour, J. Richardson, E. Zahl, and M. Board. 2019. “Cemented paste backfill geomechanics at a narrow-vein underhand cut-and-fill mine.” Rock Mech. Rock Eng. 52 (12): 4925–4940. https://doi.org/10.1007/s00603-019-01850-4.
Rotta, G. V., N. C. Consoli, P. D. M. Prietto, M. R. Coop, and J. Graham. 2003. “Isotropic yielding in an artificially cemented soil cured under stress.” Géotechnique 53 (5): 493–501. https://doi.org/10.1680/geot.2003.53.5.493.
Saebimoghaddam, R. 2010. “Liquefaction of early age cemented paste backfill.” Doctoral dissertation, Dept. of Civil and Mineral Engineering, Univ. of Toronto.
Shahsavari, M., M. Jafari, and M. Grabinsky. 2022a. “Cemented paste backfill hydraulic conductivity evolution from 30 minutes to 1 week.” Geotech. Test. J. 45 (4): 20210038. https://doi.org/10.1520/GTJ20210038.
Shahsavari, M., M. Jafari, and M. Grabinsky. 2022b. “Influence of load path and effective stress on one-dimensional deformation of cemented paste backfill (CPB) during deposition and curing.” Geotech. Geol. Eng. 40 (4): 2319–2338. https://doi.org/10.1007/s10706-021-02030-4.
Shahsavari, M., M. Jafari, and M. Grabinsky. 2023. “Simulation of cemented paste backfill (CPB) deposition through column experiments: A comparison with in-situ measurements, laboratory measurements, and analytical solution.” Can. Geotech. J. 27 (Mar). https://doi.org/10.1139/cgj-2020-0597.
Thompson, B. D., W. F. Bawden, and M. W. Grabinsky. 2012. “In situ measurements of cemented paste backfill at the Cayeli Mine.” Can. Geotech. J. 49 (7): 755–772. https://doi.org/10.1139/t2012-040.
Thompson, B. D., M. Grabinsky, R. Veenstra, and W. Bawden. 2011. “In-situ pressures in cemented paste backfill—A review of fieldwork from three mines.” In Proc., 14th Int. Seminar on Paste and Thickened Tailings, edited by R. Jewell and A. Fourie. Perth, WA, Australia: Australian Centre for Geomechanics.
Vick, S. G. 1990. Planning, design, and analysis of tailings dams. Richmond, BC, Canada: BiTech.
Walske, M. L., H. McWilliam, J. Doherty, and A. Fourie. 2016. “Influence of curing temperature and stress conditions on mechanical properties of cementing paste backfill.” Can. Geotech. J. 53 (1): 148–161. https://doi.org/10.1139/cgj-2014-0502.
Whittington, H. W., J. McCarter, and M. C. Forde. 1981. “The conduction of electricity through concrete.” Mag. Concr. Res. 33 (114): 48–60. https://doi.org/10.1680/macr.1981.33.114.48.
Witteman, M. L., and P. H. Simms. 2017. “Unsaturated flow in hydrating porous media with application to cemented mine backfill.” Can. Geotech. J. 54 (6): 835–845. https://doi.org/10.1139/cgj-2015-0314.
Xiao, H., F. H. Lee, and K. G. Chin. 2014. “Yielding of cement-treated marine clay.” Soils Found. 54 (3): 488–501. https://doi.org/10.1016/j.sandf.2014.04.021.
Xue, G., and E. Yilmaz. 2022. “Strength, acoustic, and fractal behavior of fiber reinforced cemented tailings backfill subjected to triaxial compression loads.” Constr. Build. Mater. 338 (Jul): 127667. https://doi.org/10.1016/j.conbuildmat.2022.127667.
Yilmaz, E., M. Benzaazoua, T. Belem, and B. Bussière. 2009. “Effect of curing under pressure on compressive strength development of cemented paste backfill.” Miner. Eng. 22 (9–10): 772–785. https://doi.org/10.1016/j.mineng.2009.02.002.
Yun, T. S., and T. M. Evans. 2011. “Evolution of at-rest lateral stress for cemented sands: Experimental and numerical investigation.” Granular Matter 13 (5): 671–683. https://doi.org/10.1007/s10035-011-0279-y.
Zhu, F., J. I. Clark, and M. J. Paulin. 1995. “Factors affecting at-rest lateral stress in artificially cemented sands.” Can. Geotech. J. 32 (2): 195–203. https://doi.org/10.1139/t95-023.
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© 2023 American Society of Civil Engineers.
History
Received: Aug 4, 2022
Accepted: Jun 15, 2023
Published online: Sep 5, 2023
Published in print: Nov 1, 2023
Discussion open until: Feb 5, 2024
ASCE Technical Topics:
- Backfills
- Cement
- Compressive strength
- Concrete
- Construction engineering
- Construction methods
- Curing
- Engineering fundamentals
- Engineering materials (by type)
- Environmental engineering
- Excavation
- Geomechanics
- Geotechnical engineering
- Laboratory tests
- Material mechanics
- Material properties
- Material tests
- Materials engineering
- Materials processing
- Mine wastes
- Pollutants
- Soil dynamics
- Soil mechanics
- Soil pressure
- Strength of materials
- Tests (by type)
- Wastes
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