Temperature induced changes in the behaviour of cementing fine-grained soils under dynamic loadings

References

• Abdelaal, A., 2011. Early age mechanical behavior and stiffness development of cemented paste backfill with sand. Doctoral dissertation. University of Toronto.
   Google Scholar
• Abdul-Hussain, N. and Fall, M., 2012. Thermo-hydro-mechanical behaviour of sodium silicate-cemented paste tailings in column experiments. Tunnelling and Underground Space Technology, 29, 85–93. doi:10.1016/j.tust.2012.01.004
   Web of Science ®Google Scholar
• Acar, Y.B. and El-Tahir, E.T.A., 1986. Low strain dynamic properties of artificially cemented sand. Journal of Geotechnical Engineering, 112 (11), 1001–1015. doi:10.1061/(ASCE)0733-9410(1986)112:11(1001)
   Google Scholar
• Ahn, K.S., Zhang, C., and Canbulat, I., 2017. Study of seismic activities associated with Australian underground coal mining. In: Coal Operators’ Conference. Australia: University of Wollongong.
   Google Scholar
• Aldhafeeri, Z., et al., 2016. Temperature dependence of the reactivity of cemented paste backfill. Applied Geochemistry, 72, 10–19. doi:10.1016/j.apgeochem.2016.06.005
   Web of Science ®Google Scholar
• Aldhafeeri, Z. and Fall, M., 2016. Time and damage induced changes in the chemical reactivity of cemented paste backfill. Journal of Environmental Chemical Engineering, 4 (4), 4038–4049. doi:10.1016/j.jece.2016.09.006
   Web of Science ®Google Scholar
• Anastasopoulos, I., et al., 2010. Seismic performance of bar-mat reinforced-soil retaining wall: shaking table testing versus numerical analysis with modified kinematic hardening constitutive model. Soil Dynamics and Earthquake Engineering, 30 (10), 1089–1105. doi:10.1016/j.soildyn.2010.04.020
   Web of Science ®Google Scholar
• Bairro, R. and Vaz, C., 2000. Shaking table testing of civil engineering structures-The LNEC 3D simulator experience. translated by Auckland, New Zeland. New Zealand Society for Earthquake Engineering.
   Google Scholar
• Becker, D., et al., 2014. Macroscopic failure processes at mines revealed by acoustic emission (AE) m. Bulletin of the Seismological Society of America, 104 (4), 1785–1801. doi:10.1785/0120130286
   Web of Science ®Google Scholar
• Bentz, D.P., 2008. A review of early-age properties of cement-based materials. Cement and Concrete Research, 38 (2), 196–204. doi:10.1016/j.cemconres.2007.09.005
   Web of Science ®Google Scholar
• Benzaazoua, M., Fall, M., and Belem, T., 2004. A contribution to understanding the hardening process of cemented pastefill. Minerals Engineering, 17 (2), 141–152. doi:10.1016/j.mineng.2003.10.022
   Web of Science ®Google Scholar
• Bouckovalas, G.D., Papadimitriou, A.G., and Niarchos, D., 2009. Gravel drains for the remediation of liquefiable sites: the Seed & Booker (1977) approach revisited. In: International Conference on Performance-Based Design. Tokyo, Japan: International Society for Soil Mechanics and Geotechnical Engineering, 61–75.
   Google Scholar
• Bullard, J.W., et al., 2011. Mechanisms of cement hydration. Cement and Concrete Research, 41 (12), 1208–1223. doi:10.1016/j.cemconres.2010.09.011
   Web of Science ®Google Scholar
• Carraro, J.A.H., Prezzi, M., and Salgado, R., 2009. Shear strength and stiffness of sands containing plastic or nonplastic fines. Journal of Geotechnical and Geoenvironmental Engineering, 135 (9), 1167–1178. doi:10.1061/(ASCE)1090-0241(2009)135:9(1167)
   Web of Science ®Google Scholar
• Carter, D.P., 1988. Liquefaction potential of sand deposits under low levels of excitation. Berkeley, CA, USA: California University.
   Google Scholar
• Chen, G., et al., 2013. Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground. Earthquake Engineering & Structural Dynamics, 42 (10), 1489–1507. doi:10.1002/eqe.2283
   Web of Science ®Google Scholar
• Cui, L. and Fall, M., 2016. Mechanical and thermal properties of cemented tailings materials at early ages: influence of initial temperature, curing stress and drainage conditions. Construction and Building Materials, 125, 553–563. doi:10.1016/j.conbuildmat.2016.08.080
   Web of Science ®Google Scholar
• DeAlba, P., Chan, C. and Seed, H. (1975) Determination of soil liquefaction characteristics by large-scale laboratory tests (EERC 75–14)'. Berkeley, CA: Berkeley University-Earthquake Engineering Research Center. Publisher:Seattle: Shannon & Wilson.
   Google Scholar
• Dungca, J.R., et al., 2006. Shaking table tests on the lateral response of a pile buried in liquefied sand. Soil Dynamics and Earthquake Engineering, 26 (2–4), 287–295. doi:10.1016/j.soildyn.2005.02.021
   Web of Science ®Google Scholar
• Ercikdi, B., et al., 2009. Utilization of industrial waste products as pozzolanic material in cemented paste backfill of high sulphide mill tailings. Journal of Hazardous Materials, 168 (2–3), 848–856. doi:10.1016/j.jhazmat.2009.02.100
   PubMed Web of Science ®Google Scholar
• Fall, M., et al., 2010. A contribution to understanding the effects of curing temperature on the mechanical properties of mine cemented tailings backfill. Engineering Geology, 114 (3–4), 397–413. doi:10.1016/j.enggeo.2010.05.016
   Web of Science ®Google Scholar
• Fall, M. and Benzaazoua, M., 2005. Modeling the effect of sulphate on strength development of paste backfill and binder mixture optimization. Cement and Concrete Research, 35 (2), 301–314. doi:10.1016/j.cemconres.2004.05.020
   Web of Science ®Google Scholar
• Fall, M., Nasir, O., and Celestine, J., 2007. Paste backfill responses in deep mine temperature conditions. In: Symposium minefill. Montreal, Canada, CD-Room.
   Google Scholar
• Fall, M. and Pokharel, M., 2010. Coupled effects of sulphate and temperature on the strength development of cemented tailings backfills: Portland cement-paste backfill. Cement and Concrete Composites, 32 (10), 819–828. doi:10.1016/j.cemconcomp.2010.08.002.
   Web of Science ®Google Scholar
• Fall, M. and Samb, S.S., 2008. Pore structure of cemented tailings materials under natural or accidental thermal loads. Materials Characterization, 59 (5), 598–605. doi:10.1016/j.matchar.2007.05.003
   Web of Science ®Google Scholar
• Fang, K. and Fall, M., 2018. Effects of curing temperature on shear behaviour of cemented paste backfill-rock interface. International Journal of Rock Mechanics and Mining Sciences, 112, 184–192. doi:10.1016/j.ijrmms.2018.10.024
   Web of Science ®Google Scholar
• Ferdosi, B., James, M., and Aubertin, M. (2014). Numerical modeling of seismic table testing of tailings with and without inclusion, GeoRegina2014, Regina, Sask., 28 September – 3 October2014. Canadian Geotechnical Society, British Colombia, Canada 6 pp.
   Google Scholar
• Finn, W.D.L., Pickering, D.J., and Bransby, P.L., 1972. Sand liquefaction in triaxial and simple shear tests. Journal of the Soil Mechanics and Foundations Division, ASCE, 97 (4), 639–659. doi:10.1061/JSFEAQ.0001579
   Google Scholar
• Fredlund, D.G., Rahardjo, H., and Fredlund, M.D., 2012. Unsaturated soil mechanics in engineering practice. Hoboken, New Jersey, USA: John Wiley & Sons.
   Google Scholar
• Ghirian, A. and Fall, M., 2013. ‘Coupled thermo-hydro-mechanical–chemical behaviour of cemented paste backfill in column experiments. Part I: physical, hydraulic and thermal processes and characteristics. Engineering Geology, 164, 195–207. doi:10.1016/j.enggeo.2013.01.015
   Web of Science ®Google Scholar
• Ghirian, A. and Fall, M., 2014. Coupled thermo-hydro-mechanical–chemical behaviour of cemented paste backfill in column experiments. Engineering Geology, 170, 11–23. doi:10.1016/j.enggeo.2013.12.004
   Web of Science ®Google Scholar
• Ghirian, A. and Fall, M., 2015. Coupled behavior of cemented paste backfill at early ages. Geotechnical and Geological Engineering, 33 (5), 1141–1166. doi:10.1007/s10706-015-9892-6
   Web of Science ®Google Scholar
• Ghorbani, A., Eslami, A., and Nezhad Moghadam, M., 2020. Effect of non-plastic silt on liquefaction susceptibility of marine sand by transparent laminar shear box in shaking table. International Journal of Geotechnical Engineering, 14(5), 514–526.
   Web of Science ®Google Scholar
• Guoxing, C., et al., 2015. Shaking-table tests and numerical simulations on a subway structure in soft soil. Soil Dynamics and Earthquake Engineering, 76, 13–28. doi:10.1016/j.soildyn.2014.12.012
   Web of Science ®Google Scholar
• Haruna, S. and Fall, M., 2020. Strength development of cemented tailings materials containing polycarboxylate ether-based superplasticizer: experimental results on the effect of time and temperature. Canadian Journal of Civil Engineering,48, 429–442.
   Web of Science ®Google Scholar
• Hasegawa, A., et al., 2009. Plate subduction, and generation of earthquakes and magmas in Japan as inferred from seismic observations: an overview. Gondwana Research, 16 (3–4), 370–400.
   Web of Science ®Google Scholar
• Hasegawa, H.S., Wetmiller, R.J., and Gendzwill, D.J., 1989. Induced seismicity in mines in Canada—an overview. Pure and Applied Geophysics, 129 (3–4), 423–453. doi:10.1007/BF00874518
   Web of Science ®Google Scholar
• Helinski, M., et al., 2007. Assessment of the self-desiccation process in cemented mine backfills. Canadian Geotechnical Journal, 44 (10), 1148–1156. doi:10.1139/T07-051
   Web of Science ®Google Scholar
• Ishihara, K., 1996. Soil behavior in earthquake geotechnics. NY, USA: Oxford University Press.
   Google Scholar
• Jamali, M., 2012. Effect of binder content and load history on the one dimensional compression of Williams mine cemented paste backfill.unpublished thesis. University of Toronto.
   Google Scholar
• James, M. 2009. The use of waste rock inclusions to control the effect of liquefaction in tailings impoundments. Ph.D. thesis. Montréal, Que: Department of Civil, Geological, and Mining Engineering, École Polytechnique de Montréal.
   Google Scholar
• James, M., Jolette, D., Aubertin, M., Bussiere B., 2003. An experimental set-up to investigate tailings liquefaction and control measures. translated by Montréal, QC, Canada., publisher: Ecole Polytechnique de Montreal, Quebec, Canada.
   Google Scholar
• Jefferies, M. and Been, K., 2015. Soil liquefaction: a critical state approach. Second ed. London, UK: Taylor & Francis.
   Google Scholar
• Landriault, D., et al., 1997. Paste technology for underground backfill and surface tailings disposal applications. In: Short Course notes––Technical Workshop. Vancouver, British Columbia: unpublished.
   Google Scholar
• Li, W., Fall, M. (2016). Sulphate effect on the early age strength and self-desiccation of cemented paste backfill. Construction and Building Materials, 106, 296–304.
   Web of Science ®Google Scholar
• Mamlouk, M.S. and Zaniewski, J.P., 2011. Materials for civil and construction engineers. 3rd ed. Upper Saddle River, New Jersey: Pearson Prentice Hall.
   Google Scholar
• Mohamed, F.M.O., 2014. Bearing capacity and settlement behaviour of footings subjected to static and seismic loading conditions in unsaturated sandy soils. unpublished thesis. University of Ottawa.
   Google Scholar
• Moncarz, P.D. and Krawinkler, H., 1981. Theory and application of experimental model analysis in earthquake engineering. Stanford University. The John A. Blume Earthquake Engineer Center.
   Google Scholar
• Motamed, R., et al., 2013. Pile group response to liquefaction-induced lateral spreading: e-Defense large shake table test. Soil Dynamics and Earthquake Engineering, 51, 35–46. doi:10.1016/j.soildyn.2013.04.007
   Web of Science ®Google Scholar
• Nasir, O. and Fall, M., 2010. Coupling binder hydration, temperature and compressive strength development of underground cemented paste backfill at early ages. Tunnelling and Underground Space Technology, 25 (1), 9–20. doi:10.1016/j.tust.2009.07.008
   Web of Science ®Google Scholar
• Natural Resources Canada, 2019. Earthquake reports for 2019 [online]. Available from: http://www.seismescanada.rncan.gc.ca/recent/2019/index-en.php2019 [Accessed 30 Dec 2019].
   Google Scholar
• Ngadimon, K., 2006. Design and simulation of hydraulic shaking table. unpublished thesis. University of Technology.
   Google Scholar
• Okamura, M. and Soga, Y., 2006. Effect of pore fluid compressibility on liquefaction resistance of partially saturated sand. Soils and Foundations, 46 (5), 695–700. doi:10.3208/sandf.46.695
   Web of Science ®Google Scholar
• Özgen, S., et al., 2011. Optimization of a Multi Gravity Separator to produce clean coal from Turkish lignite fine coal tailings. Fuel, 90 (4), 1549–1555. doi:10.1016/j.fuel.2010.11.024
   Web of Science ®Google Scholar
• Pépin, N., et al., 2012b. Seismic simulator testing to investigate the cyclic behavior of tailings in an instrumented rigid box. Geotechnical Testing Journal, 35 (3), 469–479. doi:10.1520/GTJ103691
   Web of Science ®Google Scholar
• Pépin, N., Aubertin, M., and James, M., 2009. An investigation of the cyclic behaviour of tailings using shaking table tests - effect of a drainage inclusion on porewater development. translated by Halifax, N.S. BC, Canada: Canadian Geotechnical Society.
   Google Scholar
• Pépin, N., Aubertin, M., and James, M., 2012a. Seismic table investigation of the effect of inclusions on the cyclic behaviour of tailings. Canadian Geotechnical Journal, 49 (4), 416–426. doi:10.1139/t2012-009
   Web of Science ®Google Scholar
• Persson, B., 1997. Self-desiccation and its importance in concrete technology. Materials and Structures, 30 (5), 293–305. doi:10.1007/BF02486354
   Google Scholar
• Porcino, D., Marcianò, V., and Granata, R., 2015. Cyclic liquefaction behaviour of a moderately cemented grouted sand under repeated loading. Soil Dynamics and Earthquake Engineering, 79, 36–46. doi:10.1016/j.soildyn.2015.08.006
   Web of Science ®Google Scholar
• Poulos, S.J., Robinsky, E.I., and Keller, T.O., 1985. Liquefaction resistance of thickened tailings. Journal of Geotechnical Engineering, 111 (12), 1380–1394. doi:10.1061/(ASCE)0733-9410(1985)111:12(1380)
   Google Scholar
• Prasad, S.K., et al., 2004. Shaking table tests in earthquake geotechnical engineering. Current Science,87(10), 1398–1404.
   Google Scholar
• Saebimoghaddam, A., 2010. Liquefaction of early age cemented paste backfill. unpublished thesis. University of Toronto.
   Google Scholar
• Salam, S., Xiao, M., and Wang, J., 2020. Geo-Institute of ASCE. Physical modeling of fine coal refuse using shake table testing. In: Geo-congress 2020: geotechnical earthquake engineering and special topics. Reston, VA: American Society of Civil Engineers, 114–122.
   Google Scholar
• Scrivener, K.L., Juilland, P., and Monteiro, P.J.M., 2015. Advances in understanding hydration of Portland cement. Cement and Concrete Research, 78, 38–56. doi:10.1016/j.cemconres.2015.05.025
   Web of Science ®Google Scholar
• Seed, H.B., Pyke, R., and Martin, G.R., 1975. Effect of multi-directional shaking on liquefaction of sands. Earthquake Engineering Research Center, University of California, Berkeley, California, USA.
   Google Scholar
• Srilatha, N., Madhavi Latha, G., and Puttappa, C.G., 2013. Effect of frequency on seismic response of reinforced soil slopes in shaking table tests. Geotextiles and Geomembranes, 36, 27–32. doi:10.1016/j.geotexmem.2012.10.004
   Web of Science ®Google Scholar
• Sriskandakumar, S., 2004. Cyclic loading response of Fraser River sand for validation of numerical models simulating centrifuge tests. unpublished thesis. University of British Columbia, Canada.
   Google Scholar
• Statista, 2020. Total revenue of the top mining companies worldwide from 2002 to 2018. [online], available: 2020].
   Google Scholar
• Takahashi, A., et al., 2001. Development and performance of an active type shear box in a centrifuge. International Journal of Physical Modelling in Geotechnics, 1 (2), 1–17. doi:10.1680/ijpmg.2001.010201
   Google Scholar
• Thompson, B.D., et al., 2009. In-situ measurements of cemented paste backfill in long-hole stope. In M.Diederichs & G. Grasselli, Proceedings of the 3rd CANUS Rock Mechanics Symposium, Toronto, Canada, Paper No. PAPER 4061.
   Google Scholar
• Tokimatsu, K. and Seed, H.B., 1987. Evaluation of settlements in sands due to earthquake shaking. Journal of Geotechnical Engineering, 113 (8), 861–878. doi:10.1061/(ASCE)0733-9410(1987)113:8(861)
   Google Scholar
• Tuttle, M., et al., 1990. Liquefaction and ground failure induced by the 1988 Saguenay, Quebec, qrthquakel. Canadian Geotechnical Journal, 27 (5), 580–589. doi:10.1139/t90-073
   Web of Science ®Google Scholar
• Ueng, T.S., et al., 2006. A large biaxial shear box for shaking table test on saturated sand. Geotechnical Testing Journal, 29 (1), 1–8.
   Web of Science ®Google Scholar
• Ueng, T.S., et al., 2010. Settlements of saturated clean sand deposits in shaking table tests. Soil Dynamics and Earthquake Engineering, 30 (1–2), 50–60. doi:10.1016/j.soildyn.2009.09.006
   Web of Science ®Google Scholar
• Wang, Y., Fall, M., and Wu, A., 2016. Initial temperature-dependence of strength development and self-desiccation in cemented paste backfill that contains sodium silicate. Cement and Concrete Composites, 67, 101–110. doi:10.1016/j.cemconcomp.2016.01.005
   Web of Science ®Google Scholar
• Wu, J., et al., 2004. Laboratory study of liquefaction triggering criteria. Proceedings of the 13th World Conference on Earthquake Engineering,  Vancouver, BC, Canada, Paper No. 2580.
   Google Scholar
• Xu, P., Hatami, K., and Jiang, G., 2020a. Study on seismic stability and performance of reinforced soil walls using shaking table tests. Geotextiles and Geomembranes, 48 (1), 82–97. doi:10.1016/j.geotexmem.2019.103507
   Web of Science ®Google Scholar
• Xu, X., et al., 2020b. Characterisation of fibre-reinforced backfill/rock interface through direct shear tests. Geotechnical Research, 7 (1), 1–15. doi:10.1680/jgere.19.00029
   Web of Science ®Google Scholar
• Yang, L. and Woods, R.D., 2015. Shear stiffness modeling of cemented clay. Canadian Geotechnical Journal, 52 (2), 156–166. doi:10.1139/cgj-2012-0377
   Web of Science ®Google Scholar
• Yilmaz, E., 2018. Stope depth effect on field behaviour and performance of cemented paste backfills. International Journal of Mining, Reclamation and Environment, 32 (4), 273–296. doi:10.1080/17480930.2017.1285858
   Web of Science ®Google Scholar
• Yilmaz, E. and Fall, M.E., 2017. PasteTailings management. Cham, Switzerland: Springer International Publishing.
   Google Scholar
• Yilmaz, E., Kesimal, A., and Ercidi, B., 2004. Strength development of paste backfill simples at Long term using different binders. In: Proceedings of 8th symposium MineFill04. China.
   Google Scholar
• Zhu, F. and Clark, J.I., 1994. The effect of dynamic loading on lateral stress in sand. Canadian Geotechnical Journal, 31 (2), 308–311. doi:10.1139/t94-036
   Web of Science ®Google Scholar