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The Effect of the Depth of Cutter Soil Mixing on the Compressive Behavior of Soft Clay Treated by Alkali-Activated Slag

  • Geotechnical Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

Cutter soil mixing (CSM) is a fairly new technique for shallow to deep soil stabilisation that mostly uses cement based slurry to improve the in-situ properties of soft soils. This research aims to experimentally investigate the effect of the depth of cutter soil mixing on the compressive strength of a saturated soft clay treated with alkali-activated slag slurry. Various percentages of additives were added to the saturated soft clay to increase the compressive strength and to make it suitable for constructing shallow to deep CSM panels as earth retaining walls that are used for excavations. Several high-pressure curing apparatuses were used to simulate insitu field stress due to the depth/weight of CSM panels. Then a set of compressive strength tests were conducted to investigate the effect of different curing pressures, additives content and curing time on the compressive behavior and strength of CSM panels. Microstructural studies were also performed to understand the reactions of the mixtures. The results showed that the compressive behavior of CSM panel changes significantly by increasing the mixing depth. Moreover the influence of curing pressure equivalent to the depth of CSM panels on increasing unconfined compressive strength of specimens is partially more than the effect of additives and considerably more than the effect of curing time. The microstructural studies also showed that the main hydration products are cementitious products such as calcium silicate hydrates (C-S-H) and the addition of alkali-activated slag in a treated clay results in production of the cementitious products in a faster rate.

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References

  • Arslan, H., Sture, S., and Batiste, S. (2008). “Experimental simulation of tensile behavior of lunar soil simulant JSC-1.” Materials Science and Engineering A, Vol.478, pp.201–207, DOI: https://doi.org/10.1016/j.msea.2007.05.113.

    Article  Google Scholar 

  • Arulrajah, A., Mohammadinia, A., D’Amico, A., and Horpibulsuk, S. (2017). “Effect of lime kiln dust as an alternative binder in the stabilization of construction and demolition materials.” Construction and Building Materials, Vol. 152, pp. 999–1007, DOI: https://doi.org/10.1016/j.conbuildmat.2017.07.070.

    Article  Google Scholar 

  • ASTM (1999). Standard test method for using ph to estimate the soillime proportion requirement for soil stabilization, D6276 - 99a, ASTM International, West Conshohocken, PA, USA.

    Google Scholar 

  • ASTM (2016). Standard Test method for unconfined compressive strength of cohesive soil, D2166/D2166M-16, ASTM International, West Conshohocken, PA, USA, DOI: 10.1520/D2166_D2166M-16.

    Google Scholar 

  • Bakharev, T., Sanjayan, J. G., and Cheng, Y.-B. (1999). “Alkali activation of Australian slag cements.” Cement and Concrete Research, Vol. 29, No. 1, pp. 113–120, DOI: https://doi.org/10.1016/S0008-8846(98)00170-7.

    Article  Google Scholar 

  • BAUER Maschinen GmbH (2016). Process description manual: Cutter soil mixing process and equipment, No. 905.656.2, BAUER Foundation Corp., Odessa, FL, USA.

    Google Scholar 

  • Bellato, D., Simonini, P., Grisolia, M., Leder, E., and Marzano, I. P. (2013). “Quality control of cutter soil mixing (CSM) technology - A case study.” Proc. of The 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France.

    Google Scholar 

  • Bellato, D., Simonini, P., Marzano, I. P., Leder, E., Grisolia, M., Vohs, T., and Gerressen, F. W. (2012). Mechanical and physical properties of a CSM cut-off/retaining wall, ICGI 2012 - International Conference on Ground Improvement and Ground Control, Wollongong, Australia.

    Google Scholar 

  • Benhelal, E., Zahedi, G., Shamsaei, E., and Bahadori, A. (2013). “Global strategies and potentials to curb CO2 emissions in cement industry.” Journal of Cleaner Production, Vol. 51, pp. 142–161, DOI: https://doi.org/10.1016/j.jclepro.2012.10.049.

    Article  Google Scholar 

  • Bhadriraju, V., Puppala, A. J., Madhyannapu, R. S., and Williammee, R. (2008). “Laboratory procedure to obtain well-mixed soil binder samples of medium stiff to stiff expansive clayey soil for deep soil mixing simulation.” Geotchnical Testing Journal, Vol. 31, No. 3, pp. 225–238, DOI: https://doi.org/10.1520/GTJ100936.

    Google Scholar 

  • Bjergea, L.-M. and Brevikb, P. (2014). “CO2 capture in the cement industry, norcem CO2 Capture Project (Norway).” Energy Procedia, Vol. 63, pp 6455–6463, DOI: https://doi.org/10.1016/j.egypro.2014.11.680.

    Article  Google Scholar 

  • Bruce, D. A. (2009). Seepage cut-offs for levees and dams: The technology review, Dam Safety Annual Conference, Florida, USA.

    Google Scholar 

  • Bruce, M. E. C., Berg, R. R., Collin, J. G., Filz, G. M., Terashi, M., and Yang, D. S. (2013). Federal highway administration design manual: Deep mixing for embankment and foundation support, No. FHWAHRT-13-046, Department of Transportation, Washington, D.C., USA.

    Google Scholar 

  • Brunner, W., Fiorotto, R., Stötzer, E., and Schöpf, M. (2006). “The innovative CSM-cutter soil mixing for constructing retaining and cut-off walls.” Proc. of GeoCongress 2006, Atlanta, Georgia, USA, DOI: https://doi.org/10.1061/9780784408032.

    Google Scholar 

  • Building Research Establishment (2002). Development of Design and Construction Methods to Stabilise Soft Organic Soils (EP. 60), IHS BRE Press. Watford, UK, p. 96.

    Google Scholar 

  • CDIT (2002). The deep mixing method: Principle, design and construction (1st Ed.), Balkema, Netherlands, p. 123, ISBN: 9058093670.

    Google Scholar 

  • Chai, J. and Carter, J. P. (2011). Deformation analysis in soft ground improvement, Springer, Heidelberg, Germany p. 247

    Book  Google Scholar 

  • Chaparro, W. A., Bastidas, D. M., and Bautista-Ruiz, J. H. (2012). “Mechanical properties and absorption of chlorides in alkali activated sag concrete and exposed to carbonation.” Revista Facultad de Ingeniería Universidad de Antioquia, Vol. 62, pp. 189–195.

    Google Scholar 

  • Chen, W. and Brouwers, H. J. H. (2007). “The hydration of slag, Part 1: Reaction models for alkali-activated slag.” Journal of Materials Science, Vol. 42, pp. 428–443, DOI: https://doi.org/10.1007/s10853-006-0873-2.

    Article  Google Scholar 

  • Consoli, N. C., de Moraes, R. R., and Festugato, L. (2013). “Parameters controlling tensile and compressive strength of fiber-reinforced cemented soil.” Journal of Materials in Civil Engineering, Vol. 25, No. 10, pp. 1568–1573, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000555.

    Article  Google Scholar 

  • Correia, A. G., Winter, M. G., and Puppala, A. J. (2016). “A review of sustainable approaches in transport infrastructure geotechnics.” Transportation Geotechnics, Vol. 7, pp. 21–28, DOI: https://doi.org/10.1016/j.trgeo.2016.03.003.

    Article  Google Scholar 

  • Denies, N., Huybrechts, N., De Cock, F., Lameire, B., Maertens, J., bvba, J. M., and Leuven, K. (2012). “Soil mix walls as retaining structures - Belgian practice.” International Symposium on Ground Improvement, Brussels, Belgium.

    Google Scholar 

  • Faraone, N., Tonello, G., Furlani, E., and Maschio, S. (2009). “Steelmaking slag as aggregate for mortars: Effects of particle dimension on compression strength.” Chemosphere, Vol. 77, pp. 1152–1156, DOI: https://doi.org/10.1016/j.chemosphere.2009.08.002.

    Article  Google Scholar 

  • Farouk, A. and Shahien, M. M. (2013). “Ground improvement using soil-cement columns: Experimental investigation.” Alexandria Engineering Journal, Vol. 52, pp. 733–740, DOI: https://doi.org/10.1016/j.aej.2013.08.009.

    Article  Google Scholar 

  • Frikhan, W., Tounekti, F., Kaffel, W., and Bouassida, M. (2014). “Experimental study for the mechanical characterization of tunis soft soil reinforced by a group of sand columns.” Soil and Foundations, Vol. 55, No. 1, pp. 181–191, DOI: https://doi.org/10.1016/j.sandf.2014.12.014.

    Article  Google Scholar 

  • Gerressen, F. and Vohs, T. (2012). “CSM worldwide experiences of a young soil mixing method.” Proc. of the 4th International Conference on Grouting and Deep Mixing, New Orleans, Louisiana, USA, DOI: https://doi.org/10.1061/9780784412350.

    Google Scholar 

  • Ghiabi, H. and Selvadurai, A. P. S. (2006). “Laboraory testing of a soft silty cay.” Proc. of the 4th International Conference on Soft Soil Engineering, Vancouver, Canada.

    Google Scholar 

  • Grubeša, I. N., Barišic, I., Fucic, A., and Bansode, S. S. (2016). Characteristics and uses of steel slag in building construction, Elsevier, Amsterdam, Netherlands, p. 194.

    Google Scholar 

  • Güllü, H., Canakci, H., and Al Zangana, I. F. (2017). “Use of cement based grout with glass powder for deep mixing.” Construction and Building Materials, Vol. 137, pp. 12–20, DOI: https://doi.org/10.1016/j.conbuildmat.2017.01.070.

    Article  Google Scholar 

  • Han, J. (2015). Principles and practices of ground improvement, John Wiley and Sons, Hoboken, New Jersey, USA, p. 432.

    Google Scholar 

  • Imbabi, M. S., Carrigan, C., and McKenna, S. (2012). “Trends and developments in green cement and concrete technology.” International Journal of Sustainable Built Environment, Vol. 1, No. 2, pp. 194–216, DOI: https://doi.org/10.1016/j.ijsbe.2013.05.001.

    Article  Google Scholar 

  • Indraratna, B., Chu, J., and Rujikiatkamjorn, C. (2015). Ground improvement case histories (chemical, electrokinetic, thermal and bioengineering), Elsevier, Amsterdam, Netherlands, p. 724.

    Google Scholar 

  • James, R., Kamruzzaman, A. H. M., Haque, A., and Wilkinson, A. (2008). “Behaviour of lime-slag-treated clay.” Proc. The Institution of Civil Engineers - Ground Improvement, Vol. 161, No. 4, pp. 207–216, DOI: https://doi.org/10.1680/grim.2008.161.4.207.

    Article  Google Scholar 

  • Jamsawanga, P., Nuansrithongb, N., Voottipruexc, P., Songpiriyakijd, S., and Jongpradiste, P. (2017). “Laboratory investigations on the swelling behavior of composite expansive clays stabilized with shallow and deep clay-cement mixing methods.” Applied Clay Science, Vol. 148, pp. 83–94, DOI: https://doi.org/10.1016/j.clay.2017.08.013.

    Article  Google Scholar 

  • Kamruzzaman, A. H. M., Chew, S. H., and Lee, F. H. (2006). “Microstructure of cement-treated Singapore marine clay.” Proc. The Institution of Civil Engineers - Ground Improvement, Vol. 10, No. 3, pp. 113–123, DOI: https://doi.org/10.1680/grim.2006.10.3.113.

    Article  Google Scholar 

  • Karima, M. R., Zaina, M. F. M., Jamila, M., Laib, F. C., and Islamc, M. N. (2011). “Use of wastes in construction industries as an energy saving approach.” Energy Procedia, Vol. 12, pp. 915–919, DOI: https://doi.org/10.1016/j.egypro.2011.10.120.

    Article  Google Scholar 

  • Keramatikerman, M., Chegenizadeh, A., and Nikraz, H. (2016). “Effect of GGBFS and lime binders on the engineering properties of clay.” Applied Clay Science, Vol. 132–133, pp. 722–730, DOI: https://doi.org/10.1016/j.clay.2016.08.029.

    Article  Google Scholar 

  • Kitazume, M. and Terashi, M. (2017). The deep mixing method, CRC press, Boca Raton, Florida, USA, p. 410.

    Google Scholar 

  • Kogbara, R. B. and Al-Tabbaa, A. (2011). “Mechanical and leaching behaviour of slag-cement and lime-activated slag stabilised/solidified contaminated soil.” Science of the Total Environment, Vol. 409, pp. 2325–2335, DOI: https://doi.org/10.1016/j.scitotenv.2011.02.037.

    Article  Google Scholar 

  • Korff, M. (2013). Response of piled buildings to the construction of deep excavations, University of Cambridge, Cambridge, UK, DOI: https://doi.org/10.17863/CAM.14043.

    Google Scholar 

  • Lapointe, E. (2012). Cement-treated soil: A comparison of laboratory and field data from foundation slide remediation deep mixing project, PhD Thesis, University of British Columbia, BC, Canada, DOI: https://doi.org/10.14288/1.0050910.

    Google Scholar 

  • Locat, J., Bérubé, M. A., and Choquette, M. (1990). “Laboratory investigations on the lime stabilization of sensitive clays: Shear strength development.” Canadian Geotechnical Journal, Vol. 27, No. 3, pp. 294–304, DOI: https://doi.org/10.1139/t90-040.

    Article  Google Scholar 

  • Lopez, R. A., Majewski, A., and Harvey, T. (2009). Permanent excavation support in urban areas using cutter soil mixing technology, International Foundation Congress and Equipment Expo 2009, Orlando, Florida, United States, USA, DOI: https://doi.org/10.1061/41023(337)24.

    Google Scholar 

  • Mathieu, F., Borel, S., and Lefebvre, L. (2006). “CSM: An innovative solution for mixed-in-situ retaining walls, cut-off walls and soil improvement.” 10th International Conference on Piling and Deep Foundations, Amsterdam, Netherlands.

    Google Scholar 

  • Mingtang Chai, Hu Zhang, Jianming Zhang, and Zhang, Z. (2017). “Effect of cement additives on unconfined compressive strength of warm and ice-rich frozen soil.” Construction and Building Materials, Vol. 149, pp. 861–868, DOI: https://doi.org/10.1016/j.conbuildmat.2017.05.202.

    Article  Google Scholar 

  • Nicholson, P. G. (2015). Soil improvement and ground modification method (1st Ed.), Elsevier, Amsterdam, Netherlands, p. 472.

    Google Scholar 

  • Nidzam, R. M. and Kinuthia, J. M. (2010). “Sustainable soil stabilisation with blastfurnace slag - A review.” Proc. The Institution of Civil Engineers - Construction Materials, Vol. 163, No. 3, pp. 157–168, DOI: https://doi.org/10.1680/coma.2010.163.3.157.

    Article  Google Scholar 

  • Oliveira, P. J. V., Pinheiro, J. L. P., and Correia, A. A. S. (2011). “Numerical analysis of an embankment built on soft soil reinforced with deep mixing columns: Parametric study.” Computers and Geotechnics, Vol. 38, pp. 566–576, DOI: https://doi.org/10.1016/j.compgeo.2011.03.005.

    Article  Google Scholar 

  • Ouda, A. S. and Abdel-Gawwad, H. A. (2015). “The effect of replacing sand by iron slag on physical, mechanical and radiological properties of cement mortar.” HBRC Journal, Vol. 13, No. 3, pp. 255–261, DOI: https://doi.org/10.1016/j.hbrcj.2015.06.005.

    Article  Google Scholar 

  • Pakbaz, M. S. and Farzi, M. (2015). “Comparison of the effect of mixing methods (dry vs. wet) on mechanical and hydraulic properties of treated soil with cement or lime.” Applied Clay Science, Vol. 105–106, pp. 156–169, DOI: https://doi.org/10.1016/j.clay.2014.11.040.

    Article  Google Scholar 

  • Parmantier, D. M., Stow, R. F. P., and Byrne, R. J. (2009). Case study: Cement-bentonite pre-trenching and cutter soil mixing (CSM) for temporary shoring and groundwater cutoff, International Foundation Congress and Equipment Expo 2009, Orlando, Florida, DOI: https://doi.org/10.1061/41023(337)20.

    Google Scholar 

  • Proctor, D. M., Fehling, K. A., Shay, E. C., Wittenborn, J. L., Green, J. J., Avent, C., and Zak, M. A. (2000). “Physical and chemical characteristics of blast furnace, basic oxygen furnace, and electric arc furnace steel industry slags.” Enviromental Science and Technology, Vol. 34, No. 8, pp. 1576–1578, DOI: https://doi.org/10.1021/es9906002.

    Article  Google Scholar 

  • Rabbani, P. (2018). Simulation of the effect of cutter soil mixing (CSM) method on soil stabilzation, PhD Thesis, Arak Branch, Islamic Azad University, Arak, Iran.

    Google Scholar 

  • Rabbani, P., Daghigh, Y., Atrechian, M. R., Karimi, M., and Tolooiyan, A. (2012). “The potential of lime and grand granulated blast furnace slag (GGBFS) mixture for stabilisation of desert silty sands.” Journal of Civil Engineering Research, Vol. 2, No. 6, pp. 108–119, DOI: https://doi.org/10.5923/j.jce.20120206.07.

    Article  Google Scholar 

  • Sargent, P., Hughesb, P. N., and Rouainiac, M. (2016). “A new low carbon cementitious binder for stabilising weak ground conditions through deep soil mixing.” Soils and Foundations, Vol. 56, No. 6, pp. 1021–1134, DOI: https://doi.org/10.1016/j.sandf.2016.11.007.

    Article  Google Scholar 

  • Shalabi, F., Asi, I. M., and Qasrawi, H. Y. (2016). “Effect of by-product steel slag on the engineering properties of clay soils.” Journal of King Saud University - Engineering Sciences, Vol. 29, No. 4, pp. 394–399, DOI: https://doi.org/10.1016/j.jksues.2016.07.004.

    Article  Google Scholar 

  • Shao, Y., Macari, E. J., and Cai, W. (2005). “Compound deep soil mixing columns for retaining structures in excavations.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 11, pp. 1370–1377, DOI: https://doi.org/10.1061/(ASCE)1090-0241(2005)131:11(1370).

    Article  Google Scholar 

  • Sikoraa, Z. and Ossowskia, R. (2013). “Geotechnical aspects of dike construction using soil-ash composites.” Procedia Engineering, Vol. 57, pp. 1029–1037, DOI: https://doi.org/10.1016/j.proeng.2013.04.130.

    Article  Google Scholar 

  • Small, J. C. (2016). Geomechanics in soil, rock, and environmental engineering, CRC Press, Boca Raton, Florida, USA, p. 541.

    Google Scholar 

  • Tasong, W. A., Wild, S., and Tilley, R. J. D. (1999). “Mechanisms by which ground granulated blastfurnace slag prevents sulphate attack of lime-stabilised kaolinite.” Cement and Concrete Research, Vol. 29, No. 7, pp. 875–982, DOI: https://doi.org/10.1016/S0008-8846(99)00007-1.

    Google Scholar 

  • Terzaghi, K., Peck, R. B., and Mesri, G. (1996). Soil mechanics in engineering practice (3rd Ed.), Wiley, Hoboken, New Jersey, USA, p. 592.

    Google Scholar 

  • Tolooiyan, A. and Gavin, K. (2011). “Modelling the cone penetration test in sand using cavity expansion and arbitrary lagrangian eulerian finite element methods.” Computers and Geotechnics, Vol. 38, pp. 482–490, DOI: https://doi.org/10.1016/j.compgeo.2011.02.012.

    Article  Google Scholar 

  • Wang, P. Z., Trettin, R., and Rudert, V. (2005). “Effect of fineness and particle size distribution of granulated blast-furnace slag on the hydraulic reactivity in cement systems.” Advances in Cement Research, Vol. 17, pp. 161–166, DOI: https://doi.org/10.1680/adcr.2005.17.4.161.

    Article  Google Scholar 

  • Wild, S., Kinuthia, J. M., Jones, G. I., and Higgins, D. D. (1998). “Effects of partial substitution of lime with ground granulated blast furnace slag (GGBS) on the strength properties of lime-stabilised sulphatebearing clay soils.” Engineering Geology, Vol. 51, No. 1, pp. 37–53, DOI: https://doi.org/10.1016/S0013-7952(98)00039-8.

    Article  Google Scholar 

  • Wild, S. and Tasong, W. A. (1999). “Influence of ground granulated blastfurnace slag on the sulphate resistance of lime-stabilized kaolinite.” Magazine of Concrete Research, Vol. 51, No. 4, pp. 247–254, DOI: https://doi.org/10.1680/macr.1999.51.4.247.

    Article  Google Scholar 

  • Wonglert, A. and Jongpradist, P. (2015). “Impact of reinforced core on performance and failure behavior of stiffened deep cement mixing piles.” Computers and Geotechnics, Vol. 69, pp. 93–104, DOI: https://doi.org/10.1016/j.compgeo.2015.05.003.

    Article  Google Scholar 

  • Xiaolin, Y. and Jiaa, B. (2012). “Analysis of excavating foundation pit to nearby bridge foundation.” Procedia Earth and Planetary Science, Vol. 5, pp. 102–106, DOI: https://doi.org/10.1016/j.proeps.2012.01.017.

    Article  Google Scholar 

  • Yao, K., Yao, Z., Song, X., Zhang, X., Huc, J., and Pan, X. (2016). “Settlement evaluation of soft ground reinforced by deep mixed columns.” International Journal of Pavement Research and Technology, Vol. 9, No. 6, pp. 460–465, DOI: https://doi.org/10.1016/j.ijprt.2016.07.003.

    Article  Google Scholar 

  • Yi, Y., Gu, L., and Liu, S. (2015). “Microstructural and mechanical properties of marine soft clay stabilized by lime-activated ground granulated blastfurnace slag.” Applied Clay Science, Vol. 103, pp. 71–76, DOI: https://doi.org/10.1016/j.clay.2014.11.005.

    Article  Google Scholar 

  • Yi, Y., Liska, M., and Al-Tabbaa, A. (2014). “Properties of two model soils stabilized with different blends and contents of GGBS, MgO, Lime, and PC.” Journal of Materials in Civil Engineering, Vol. 26, No. 2, pp. 267–274, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000806.

    Article  Google Scholar 

  • Yongfenga, D., Feia, J., and Qib, F. (2017). “Design method of bridge approach improved by deep mixing methods in highway engineering.” Procedia Engineering, Vol. 189, pp. 365–371, DOI: https://doi.org/10.1016/j.proeng.2017.05.058.

    Article  Google Scholar 

  • Yusuf, M. O., Johari, M. A. M., Ahmad, Z. A., and Maslehuddin, M. (2014). “Evolution of alkaline activated ground blast furnace slag-ultrafine palm oil fuel ash based concrete.” Materials and Design, Vol. 55, pp. 387–393, DOI: https://doi.org/10.1016/j.matdes.2013.09.047.

    Article  Google Scholar 

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Acknowledgements

The first author wishes to acknowledge the support provided by Keyhan-Khak Soil Mechanic and Concrete Co., Karaj, Iran with the preparation of the equipment and help with laboratory testing for this study.

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Authors and Affiliations

  1. Dept. of Civil Engineering, Islamic Azad University, Arak, Iran

    Parham Rabbani & Seyed Hamid Lajevardi

  2. School of Engineering, University of Tasmania, TAS 7005, Hobart, Australia

    Ali Tolooiyan

  3. Dept. of Civil Engineering, Islamic Azad University, Karaj, Iran

    Younes Daghigh

  4. Faculty of Technology, University of Oulu, Oulu, 90570, Finland

    Mahroo Falah

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  1. Parham Rabbani
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Correspondence to Ali Tolooiyan.

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Rabbani, P., Tolooiyan, A., Lajevardi, S.H. et al. The Effect of the Depth of Cutter Soil Mixing on the Compressive Behavior of Soft Clay Treated by Alkali-Activated Slag. KSCE J Civ Eng 23, 4237–4249 (2019). https://doi.org/10.1007/s12205-019-0335-4

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