Technical Papers
Jun 4, 2018

Modeling Postblasting Stress and Pore Pressure Distribution in Hydrating Fill Mass at an Early Age

Publication: International Journal of Geomechanics
Volume 18, Issue 8

Abstract

Cemented paste backfill (CPB) is a widely used porous medium to fill mined-out cavities in the subsurface due to its superior environmental and operational benefits. The stability of a retaining structure (barricade) is a crucial design factor in backfill operations as CPB is under pressure imposed by material conditions at an early age. Although field monitoring has revealed the impacts of mine-blast operations on the backfill pressure that acts on the retaining structure, current studies on stress distribution in backfilled stopes have not considered the effect of such dynamic loadings. Therefore, to analyze the redistribution of stress in backfill due to mine blasts, a total-stress viscoplastic cap model was used in this study to assess the dynamic response and generation of excess pore pressure of early-age backfill during blast loading. Next, a multiphysics model for CPB was used to assess the variations in the stress state after the blast impact in backfilled stopes during the binder hydration process of the material. The two adopted models were then validated against a series of laboratory and field experiments. Finally, they were integrated and applied to investigate the effect of drainage condition, stope size, barricade location, proximity of detonation, blast sequence, initial backfill temperature, and cement content on the redistribution of stress after blast loading in backfilled stopes. The insights obtained from the results of the study increase the understanding of the stability of retaining structures for backfills in the practical engineering conditions of mine fields.

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References

Ahmed, L., and A. Ansell. 2014. “Vibration vulnerability of shotcrete on tunnel walls during construction blasting.” Tunnelling Underground Space Technol. 42 (May): 105–111. https://doi.org/10.1016/j.tust.2014.02.008.
Al-Qasimi, E., W. Charlie, and D. Woeller. 2005. “Canadian liquefaction experiment (CANLEX): Blast-induced ground motion and pore pressure experiments.” Geotech. Test. J. 28 (1): 2–21. https://doi.org/10.1520/GTJ11848.
An, J., C. Y. Tuan, B. A. Cheeseman, and G. A. Gazonas. 2011. “Simulation of soil behavior under blast loading.” Int. J. Geomech. 11 (4): 323–334. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000086.
Awad, A. A. 1990. “A numerical model for blast–induced liquefaction using displacements–pore pressure formulations.” Ph.D. thesis, Colorado State Univ.
Bloom, F. 2006. “Constitutive models for wave propagation in soil.” Appl. Mech. Rev. 59 (3): 146–175. https://doi.org/10.1115/1.2177685.
Bolton, J. M., D. S. Durnford, and W. A. Charlie. 1994. “One-dimensional shock and quasi-static liquefaction of silt and sand.” J. Geotech. Eng. 120 (10): 1874–1888. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:10(1874).
Charlie, W. A., G. E. Veyera, D. O. Doehring, and S. R. Abt. 1985. Blast induced liquefaction potential and transient porewater pressure response of saturated sands. Final Rep. 1980–1985. Fort Collins, CO: Dept. of Civil Engineering, Colorado State Univ.
Chen, W. F., and G. Y. Baladi. 1985. Soil plasticity: Theory and implementation. 1st ed. Amsterdam, Netherlands: Elsevier.
Cui, L., and M. Fall. 2015. “A coupled thermo–hydro-mechanical–chemical model for underground cemented tailings backfill.” Tunnelling Underground Space Technol. 50 (Aug): 396–414. https://doi.org/10.1016/j.tust.2015.08.014.
Cui, L., and M. Fall. 2016. “An evolutive elasto-plastic model for cemented paste backfill.” Comput. Geotech. 71 (Jan): 19–29. https://doi.org/10.1016/j.compgeo.2015.08.013.
Doherty, J. P. 2015. “A numerical study into factors affecting stress and pore pressure in free draining mine stopes.” Comput. Geotech. 63 (Jan): 331–341. https://doi.org/10.1016/j.compgeo.2014.10.001.
Fahey, M., M. Helinski, and A. Fourie. 2009. “Some aspects of the mechanics of arching in backfilled stopes.” Can. Geotech. J. 46 (11): 1322–1336. https://doi.org/10.1139/T09-063.
Ferdosi, B., M. James, and M. Aubertin. 2015. “Numerical simulations of seismic and post-seismic behavior of tailings.” Can. Geotech. J. 53 (1): 85–92. https://doi.org/10.1139/cgj-2014-0345.
Fragaszy, R. J., and M. E. Voss. 1986. “Undrained compression behavior of sand.” J. Geotech. Eng. 112 (3): 334–347. https://doi.org/10.1061/(ASCE)0733-9410(1986)112:3(334).
Ghassemi, A., A. Pak, and H. Shahir. 2010. “Numerical study of the coupled hydro–mechanical effects in dynamic compaction of saturated granular soils.” Comput. Geotech. 37 (1–2): 10–24. https://doi.org/10.1016/j.compgeo.2009.06.009.
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: 195–207. https://doi.org/10.1016/j.enggeo.2013.01.015.
Ghirian, A., and M. Fall. 2014. “Coupled thermo–hydro–mechanical–chemical behaviour of cemented paste backfill in column experiments. Part II: Mechanical, chemical and microstructural processes and characteristics.” Eng. Geol. 170: 11–23. https://doi.org/10.1016/j.enggeo.2013.12.004.
Grice, T. 1998. “Underground mining with backfill.” In Proc., 2nd Annual Summit-Mine Tailings Disposal Systems, 234–239. Carlton South, VIC, Australia: Australasian Institute of Mining and Metallurgy.
Griffiths, D. V. 1985. “The effect of pore-fluid compressibility on failure loads in elasto-plastic soil.” Int. J. Numer. Anal. Methods Geomech. 9 (3): 253–259. https://doi.org/10.1002/nag.1610090305.
Helinski, M., M. Fahey, and A. Fourie. 2007. “Numerical modeling of cemented mine backfill deposition.” J. Geotech. Geoenviron. Eng. 133 (10): 1308–1319. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:10(1308).
Helinski, M., M. Fahey, and A. Fourie. 2010. “Coupled two-dimensional finite element modelling of mine backfilling with cemented tailings.” Can. Geotech. J. 47 (11): 1187–1200. https://doi.org/10.1139/T10-020.
Ishihara, K. 1984. “Post-earthquake failure of a tailings dam due to liquefaction of pond deposit.” In Proc., Int. Conf., Case Histories in Geotechnical Engineering, 1129–1143. Rolla, MO: Missouri University of Science and Technology.
Jiang, J., D. P. Blair, and G. R. Baird. 1995. “Dynamic response of an elastic and viscoelastic full-space to a spherical source.” Int. J. Numer. Anal. Methods Geomech. 19 (3): 181–193. https://doi.org/10.1002/nag.1610190303.
Katona, M. G. 1984. “Evaluation of viscoplastic cap model.” J. Geotech. Eng. 110 (8): 1106–1125. https://doi.org/10.1061/(ASCE)0733-9410(1984)110:8(1106).
Klein, K., and D. Simon. 2006. “Effect of specimen composition on the strength development in cemented paste backfill.” Can. Geotech. J. 43 (3): 310–324. https://doi.org/10.1139/t06-005.
Lee, W. Y. 2006. “Numerical modeling of blast-induced liquefaction.” Ph.D. thesis, Brigham Young Univ. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1523&context=etd.
Lu, G., and M. Fall. 2016. “A coupled chemo-viscoplastic cap model for simulating the behavior of hydrating cemented tailings backfill under blast loading.” Int. J. Numer. Anal. Methods Geomech. 40 (8): 1123–1149. https://doi.org/10.1002/nag.2475.
Lu, G., and M. Fall. 2017a. “Modelling blast wave propagation in a subsurface geotechnical structure made of an evolutive porous material.” Mech. Mater. 108 (May): 21–39.https://doi.org/10.1016/j.mechmat.2017.03.003.
Lu, G., and M. Fall. 2017b. “Simulation of blast induced liquefaction susceptibility of subsurface fill mass.” Geotech. Geol. Eng. 36 (3): 1683–1706. https://doi.org/10.1007/s10706-017-0423-5.
Naylor, D. J. 1974. “Stresses in nearly incompressible materials by finite elements with application to the calculation of excess pore pressures.” Int. J. Numer. Anal. Methods Geomech. 8 (3): 443–460. https://doi.org/10.1002/nme.1620080302.
Puebla, H., P. M. Byrne, and R. Phillips. 1997. “Analysis of CANLEX liquefaction embankments: prototype and centrifuge models.” Can. Geotech. J. 34 (5): 641–657. https://doi.org/10.1139/t97-034.
Schindler, A. K. 2004. “Effect of temperature on hydration of cementitious materials.” ACI Mater. J. 101 (1): 72–81.
Schindler, A. K., and K. J. Folliard. 2005. “Heat of hydration models for cementitious materials.” ACI Mater. J. 102 (1): 24–33.
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. W. Grabinsky, W. F. Bawden, and D. B. Counter. 2009. “In-situ measurements of cemented paste backfill in long-hole stopes.” In ROCKENG09: Proc., 3rd CANUS Rock Mechanics Symp., and 20th Canadian Rock Mechanics Symp.: Rock Engineering in Difficult Conditions, edited by M. Diederichs and G. Grasselli, 1–10.
Tong, X., and C. Y. Tuan. 2007. “Viscoplastic cap model for soils under high strain rate loading.” J. Geotech. Geoenviron. Eng. 133 (2): 206–214. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:2(206).
van Genuchten, M. Th. 1980. “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J. 44 (5): 892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x.
van Gool, B. S. 2007. “Effects of blasting on the stability of paste fill stopes at Cannington Mine.” Ph.D. thesis, James Cook Univ. https://researchonline.jcu.edu.au/4833/.
Veenstra, R. L. 2013. “A design procedure for determining the in situ stresses of early age cemented paste backfill.” Ph.D. thesis, Univ. of Toronto. http://hdl.handle.net/1807/36027.
Wang, Z., Y. Lu, and C. Bai. 2008. “Numerical analysis of blast-induced liquefaction of soil.” Comput. Geotech. 35 (2): 196–209. https://doi.org/10.1016/j.compgeo.2007.04.006.
Yumlu, M., and M. Guresci. 2007. “Paste backfill bulkhead monitoring—a case study from Inmet’s Cayeli mine, Turkey.” In Proc., 9th Int. Symp., Mining with Backfill. Westmount, QC: Canadian Institute of Mining, Metallurgy and Petroleum.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 8August 2018

History

Received: Jun 28, 2017
Accepted: Nov 14, 2017
Published online: Jun 4, 2018
Published in print: Aug 1, 2018
Discussion open until: Nov 4, 2018

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Authors

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Gongda Lu
Associate Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, PR China.
Mamadou Fall [email protected]
Full Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author). Email: [email protected]

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