Vacuum Preloading Combined with Electroosmotic Dewatering of Dredger Fill Using the Vertical-Layered Power Technology of a Novel Tubular Electrokinetic Geosynthetics: Test and Numerical Simulation
Publication: International Journal of Geomechanics
Volume 22, Issue 1
Abstract
A novel tubular EKG material in electroosmotic field test combined with a vacuum preloading method was first conducted in a reclamation project in Ningbo, China, by using a vertical-layered power technology aiming to improve the drainage effect of the deep soil. The reinforcement effect of this tubular EKG was compared with that of conventional plate EKG by monitoring the strength, water content, settlement, and pore pressure accumulation. Test results show that soil in the tubular EKG treatment area had higher strength, larger settlement, and faster dissipation of pore water pressure. The advantage of the vertical-layered power technology in deep soil reinforcement was demonstrated by test and numerical simulations. Simulations results showed that vertical-layered power technology from bottom to top layers was more effective for deep soil reinforcement due to longer energization time. Theoretical equations and numerical simulations have demonstrated that rather than being due to a larger effective electric field distributed, the superior effect of tubular EKG lies in its larger cross section not being easy clogged. This study demonstrates the advantages of tubular EKG electrodes and vertical-layered power technology in reinforcing deep soil and makes a progressive exploration to expand the application of electroosmosis reinforcement.
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Acknowledgments
This study was financially supported by the Natural Science Foundation of China (Nos. 52078455 and 51478425) and research project of Zhejiang Provincial Communication Department (2013W03).
References
Alshawabkeh, A. N., and Y. B. Acar. 1996. “Electrokinetic remediation. II: Theoretical model.” J. Geotech. Eng. 122 (3): 186–196. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:3(186).
Asavadorndeja, P., and U. Glawe. 2005. “Electrokinetic strengthening of soft clay using the anode depolarization method.” Bull. Eng. Geol. Environ. 64 (3): 237–245. https://doi.org/10.1007/s10064-005-0276-7.
Barron, R. A. 1948. “Consolidation of fine-grained soils by drain wells by drain wells.” Trans. Am. Soc. Civ. Eng. 113 (1): 718–742. https://doi.org/10.1061/TACEAT.0006098.
Bergado, D. T., A. S. Balasubramaniam, R. J. Fannin, and R. D. Holtz. 2002. “Prefabricated vertical drains (PVDs) in soft Bangkok clay: A case study of the new Bangkok international airport project.” Can. Geotech. J. 39 (2): 304–315. https://doi.org/10.1139/t01-100.
Bjerrum, L., J. Moum, and O. Eide. 1967. “Application of electro-osmosis to a foundation problem in a Norwegian quick clay.” Géotechnique 17 (3): 214–235. https://doi.org/10.1680/geot.1967.17.3.214.
Burnotte, F., G. Lefebvre, and G. Grondin. 2004. “A case record of electroosmotic consolidation of soft clay with improved soil–electrode contact.” Can. Geotech. J. 41 (6): 1038–1053. https://doi.org/10.1139/t04-045.
Cai, Y., Z. Xie, J. Wang, P. Wang, and X. Geng. 2018. “New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata.” Can. Geotech. J. 55 (10): 1359–1371. https://doi.org/10.1139/cgj-2017-0412.
Casagrande, I. L. 1949. “Electro-osmosis in soils.” Géotechnique 1 (3): 159–177. https://doi.org/10.1680/geot.1949.1.3.159.
Casagrande, L. 1983. “Stabilization of soils by means of electro-osmosis—state of the art.” J. Boston Soc. Civil Eng. 69 (2): 255–302.
Chai, J. C., J. P. Carter, and S. Hayashi. 2005. “Ground deformation induced by vacuum consolidation.” J. Geotech. Geoenviron. Eng. 131 (12): 1552–1561. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:12(1552).
Chen, Z., J. Zhou, and X. Wen. 2013. “Experimental research on effect of polarity reversal to electro-osmosis.” [In Chinese.] J. Zhejiang Univ.-SCI A 47 (9): 1579–1584.
Chien, S. C., C. Y. Ou, and M. K. Wang. 2009. “Injection of saline solutions to improve the electro-osmotic pressure and consolidation of foundation soil.” Appl. Clay Sci. 44 (3–4): 218–224. https://doi.org/10.1016/j.clay.2009.02.006.
Chien, S., C. Y. Ou, and Y. H. Wang. 2011. “Soil improvement using electroosmosis with the injection of chemical solutions: Laboratory tests.” J. Chin. Inst. Eng. 34 (7): 863–875. https://doi.org/10.1080/02533839.2011.591915.
Chu, J., S. W. Yan, and H. Yang. 2000. “Soil improvement by the vacuum preloading method for an oil storage station.” Géotechnique 50 (6): 625–632. https://doi.org/10.1680/geot.2000.50.6.625.
Deng, A., and Y. Zhou. 2016. “Modeling electroosmosis and surcharge preloading consolidation. I: Model formulation.” J. Geotech. Geoenviron. Eng. 142 (4): 04015093. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001417.
Fourie, A. B., D. G. Johns, and C. J. F. P. Jones. 2007. “Dewatering of mine tailings using electrokinetic geosynthetics.” Can. Geotech. J. 44 (2): 160–172. https://doi.org/10.1139/t06-112.
Fourie, A. B., and C. J. F. P. Jones. 2010. “Improved estimates of power consumption during dewatering of mine tailings using electrokinetic geosynthetics (EKGs).” Geotext. Geomembr. 28 (2): 181–190. https://doi.org/10.1016/j.geotexmem.2009.10.007.
Gazbar, S., J. M. Abadie, and F. Colin. 1994. “Combined action of electro-osmotic drainage and mechanical compression on sludge dewatering.” Water Sci. Technol. 30 (8): 169–175. https://doi.org/10.2166/wst.1994.0404.
Ge, S., X. Zhang, Y. Wang, L. Zheng, and X. Xie. 2020. “Electro-osmosis treatment of lead-contaminated soil with carbon fiber-based geotextile electrodes.” Int. J. Electrochem. Sci. 15: 11454–11467. https://doi.org/10.20964/2020.11.54.
Gingerich, I., R. D. Neufeld, and T. A. Thomas. 1999. “Electroosmotically enhanced sludge pressure filtration.” Water Environ. Res. 71 (3): 267–276. https://doi.org/10.2175/106143098X121923.
Glendinning, S., C. J. Jones, and R. C. Pugh. 2005. “Reinforced soil using cohesive fill and electrokinetic geosynthetics.” Int. J. Geomech. 5 (2): 138–146. https://doi.org/10.1061/(ASCE)1532-3641(2005)5:2(138).
Glendinning, S., J. Lamont-Black, and C. J. F. P. Jones. 2007. “Treatment of sewage sludge using electrokinetic geosynthetics.” J. Hazard. Mater. 139 (3): 491–499. https://doi.org/10.1016/j.jhazmat.2006.02.046.
Gong, X., and D. Jiao. 2011. “Experimental study of electro-osmotic consolidation of soft clay under intermittent current condition.” [In Chinese.] J. Central South Univ. 42 (6): 1725–1730.
Gopalakrishnan, S., A. S. Mujumdar, M. E. Weber, and P. M. Pirkonen. 1996. “Electrokinetically enhanced vacuum dewatering of mineral slurries.” Filtr. Separ. 33 (10): 929–932. https://doi.org/10.1016/S0015-1882(97)84252-8.
Gronchi, P., et al. 2017. “Electrode surface treatments in sludge electro-osmosis dewatering.” Mater. Manuf. Processes 32 (11): 1265–1273. https://doi.org/10.1080/10426914.2017.1279313.
Hamed, J., Y. B. Acar, and R. J. Gale. 1991. “Pb(II) removal from kaolinite by electrokinetics.” J. Geotech. Eng. 117 (2): 241–271. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:2(241).
Hu, L., and H. Wu. 2014. “Mathematical model of electro-osmotic consolidation for soft ground improvement.” Géotechnique 64 (2): 155–164. https://doi.org/10.1680/geot.13.P.096.
Hu, L., W. Wu, and H. Wu. 2012. “Numerical model of electro-osmotic consolidation in clay.” Géotechnique 62 (6): 537–541. https://doi.org/10.1680/geot.11.T.008.
Indraratna, B., C. Rujikiatkamjorn, and I. Sathananthan. 2005. “Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading.” Can. Geotech. J. 42 (4): 994–1014. https://doi.org/10.1139/t05-029.
Jeyakanthan, V., C. T. Gnanendran, and S. C. R. Lo. 2011. “Laboratory assessment of electro-osmotic stabilization of soft clay.” Can. Geotech. J. 48 (12): 1788–1802. https://doi.org/10.1139/t11-073.
Jones, C. J. F. P., A. Fakher, R. Hamir, and I. M. Nettleton. 1996. “Geosynthetic materials with improved reinforcement capabilities.” Proc., Int. Symp. on Earth Reinforcement, 865–883. Rotterdam, The Netherlands: Balkema.
Jones, C. J. F. P., J. Lamont-Black, and S. Glendinning. 2011. “Electrokinetic geosynthetics in hydraulic applications.” Geotext. Geomembr. 29 (4): 381–390. https://doi.org/10.1016/j.geotexmem.2010.11.011.
Kalumba, D., S. Glendinning, C. D. F. Rogers, M. Tyrer, and D. I. Boardman. 2009. “Dewatering of tunneling slurry waste using electrokinetic geosynthetics.” J. Environ. Eng. 135 (11): 1227–1236. https://doi.org/10.1061/(ASCE)0733-9372(2009)135:11(1227).
Kaniraj, S. R., and J. H. S. Yee. 2011. “Electro-osmotic consolidation experiments on an organic soil.” Geotech. Geol. Eng. 29 (4): 505–518. https://doi.org/10.1007/s10706-011-9399-8.
Karunaratne, G. P. 2011. “Prefabricated and electrical vertical drains for consolidation of soft clay.” Geotext. Geomembr. 29 (4): 391–401. https://doi.org/10.1016/j.geotexmem.2010.12.005.
Kjellman, W. 1952. “Consolidation of clayey soils by atmospheric pressure.” In Proc., Conf. on Soil Stabilization, 258–263. Cambridge, MA: Massachusetts Institute of Technology.
Lee, J. K., H. S. Shin, C. J. Park, C. G. Lee, J. E. Lee, and Y. W. Kim. 2002. “Performance evaluation of electrodewatering system for sewage sludges.” Korean J. Chem. Eng. 19 (1): 41–45. https://doi.org/10.1007/BF02706872.
Lekha, K. R., N. R. Krishnaswamy, and P. Basak. 2003. “Consolidation of clays for variable permeability and compressibility.” J. Geotech. Geoenviron. Eng. 129 (11): 1001–1009. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:11(1001).
Li, H. F., H. Zhan, and J. L. Lu. 2020. “Experimental study on the effect of filter membrane equivalent aperture and grain gradation on drainage clogging under vacuum preloading.” [In Chinese.] Chin. J. Ground Improv. 2 (1): 9–14.
Li, Y. 2011. Experimental and theoretic study on electro-osmotic consolidation of soft clay foundation. Hangzhou, China: Zhejiang Univ.
Li, Y., X. N. Gong, M. M. Lu, and B. Guo. 2010. “Coupling consolidation theory under combined action of load and electro-osmosis.” [In Chinese.] Chin. J. Geotech. Eng. 32 (1): 77–81.
Li, Y. W., J. Zhou, X. N. Gong, Z. Chen, and Y. L. Tao. 2013. “Experimental research on influence of electrode array on electroosmotic effect.” [In Chinese.] Rock Soil Mech. 34 (7): 1972–1978.
Liu, F., Y. Tao, J. Ni, Z. Gao, and G. Yuan. 2021. “Slurry improvement by vacuum pre-loading in combination with electro-osmosis and with dynamic compaction method.” Mar. Georesour. Geotechnol. 39 (6): 709–718. https://doi.org/10.1080/1064119X.2020.1753865.
Liu, H., Y. Cui, Y. Shen, X. Ding. 2014. “A new method of combination of electroosmosis, vacuum and surcharge preloading for soft ground improvement.” China Ocean Eng. 28 (4): 511–528. https://doi.org/10.1007/s13344-014-0042-3.
Liu, Y., X. Xie, L. Zheng, and J. Li. 2018. “Electroosmotic stabilization on soft soil: Experimental studies and analytical models (A historical review).” Int. J. Electrochem. Sci. 13: 9051–9068. https://doi.org/10.20964/2018.09.40.
Long, P. V., L. V. Nguyen, D. T. Bergado, and A. S. Balasubramaniam. 2015. “Performance of PVD improved soft ground using vacuum consolidation methods with and without airtight membrane.” Geotext. Geomembr. 43 (6): 473–483. https://doi.org/10.1016/j.geotexmem.2015.05.007.
Luo, Q., H. Wang, X. Zhang, and Y. Qian. 2005. “Effect of direct electric current on the cell surface properties of phenol-degrading bacteria.” Appl. Environ. Microbiol. 71 (1): 423–427. https://doi.org/10.1128/AEM.71.1.423-427.2005.
Malekzadeh, M., J. Lovisa, and N. Sivakugan. 2016. “An overview of electrokinetic consolidation of soils.” Geotech. Geol. Eng. 34 (3): 759–776. https://doi.org/10.1007/s10706-016-0002-1.
Mitchell, J. K., and K. Soga. 2005. Vol. 3 of Fundamentals of soil behavior. New York: John Wiley & Sons.
Mohamedelhassan, E., and J. Q. Shang. 2002a. “Feasibility assessment of electro-osmotic consolidation on marine sediment.” Proc. Inst. Civ. Eng. Ground Improv. 6 (4): 145–152. https://doi.org/10.1680/grim.2002.6.4.145.
Mohamedelhassan, E., and J. Q. Shang. 2002b. “Vacuum and surcharge combined one-dimensional consolidation of clay soils.” Can. Geotech. J. 39 (5): 1126–1138. https://doi.org/10.1139/t02-052.
Naghibi, M., H. Abuel-Naga, and R. Orense. 2017. “Lessons from case histories of electro osmosis consolidation.” In Geotechnical Frontiers 2017: Transportation Facilities, Structures, and Site Investigation, Geotechnical Special Publication 277, edited by T. L. Brandon, and R. J. Valentine, 175–184. Reston, VA: ASCE.
Ou, C. Y., S. C. Chien, and H. H. Chang. 2009. “Soil improvement using electroosmosis with the injection of chemical solutions: Field tests.” Can. Geotech. J. 46 (6): 727–733. https://doi.org/10.1139/T09-012.
Ou, C. Y., S. C. Chien, and T. Y. Lee. 2013. “Development of a suitable operation procedure for electroosmotic chemical soil improvement.” J. Geotech. Geoenviron. Eng. 139 (6): 993–1000. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000819.
Peng, J., X. Xiong, A. H. Mahfouz, and E. R. Song. 2013. “Vacuum preloading combined electroosmotic strengthening of ultra-soft soil.” J. Central South Univ. 20 (11): 3282–3295. https://doi.org/10.1007/s11771-013-1852-9.
Pugh, R. C. 2002. The application of electrokinetic geosynthetic materials to uses in the construction industry. Newcastle upon Tyne, UK: Newcastle Univ.
Qi, T., S. J. Li, and Y. J. Huang. 2020. “Effect of vacuum-surcharge preloading on thick soft soil.” [In Chinese.] Chin. J. Ground Improv. 2 (5): 392–395.
Qiu, C. C., Y. Shen, L. I. Yan-De, Y. F. You, and X. X. Rui. 2017. “Laboratory tests on soft clay using electro-osmosis in combination with vacuum preloading.” [In Chinese.] Chin. J. Geotech. Eng. 39: 251–255. https://doi.org/10.11779/CJGE2017S1050.
Rittirong, A., J. Q. Shang, E. Mohamedelhassan, M. A. Ismail, and M. F. Randolph. 2008. “Effects of electrode configuration on electrokinetic stabilization for caisson anchors in calcareous sand.” J. Geotech. Geoenviron. Eng. 134 (3): 352–365. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:3(352).
Sahib, A. A., I. Bushra, and G. Rejimon. 2021. “Electro-osmosis: A review from the past.” In Problematic soils and geoenvironmental concerns, edited by M. L. Gali, and P. Raghuveer Rao, 433–442. Cham, Switzerland: Springer.
Shang, J. Q. 1997. “Electrokinetic sedimentation: A theoretical and experimental study.” Can. Geotech. J. 34 (2): 305–314. https://doi.org/10.1139/t96-113.
Shang, J. Q., and W. A. Dunlap. 1996. “Improvement of soft clays by high-voltage electrokinetics.” J. Geotech. Eng. 122 (4): 274–280. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:4(274).
Shen, Y., X. U. Hai-Dong, and Y. F. You. 2015. “Cyclic electrode conversion law in treatment of soft soil foundation.” [In Chinese.] Chin. J Geotech. Eng. 37: 65–71. https://doi.org/10.11779/CJGE2015S1014.
Shen, Y., C. Qiu, Y. Li, W. Shi, and X. Rui. 2017. “An analytical solution for two-dimensional vacuum preloading combined with electro-osmosis consolidation using EKG electrodes.” PLoS One 12 (8): e0180974. https://doi.org/10.1371/journal.pone.0180974.
Shen, Y., W. Shi, S. Li, L. Yang, J. Feng, and M. Gao. 2020. “Study on the electro-osmosis characteristics of soft clay from Taizhou with various saline solutions.” Adv. Civ. Eng. 2020: 6752565. https://doi.org/10.1155/2020/6752565.
Song, Y. S., and T. H. Kim. 2004. “Improvement of estuarine marine clays for coastal reclamation using vacuum-applied consolidation method.” Ocean Eng. 31 (16): 1999–2010. https://doi.org/10.1016/j.oceaneng.2004.05.004.
Su, J. Q., and Z. Wang. 2003. “The two-dimensional consolidation theory of electro-osmosis.” Géotechnique 53 (8): 759–763. https://doi.org/10.1680/geot.2003.53.8.759.
Sun, Z., M. Gao, and X. Yu. 2015. “Vacuum preloading combined with electro-osmotic dewatering of dredger fill using electric vertical drains.” Drying Technol. 33 (7): 847–853. https://doi.org/10.1080/07373937.2014.992529.
Tao, Y., J. Zhou, X. Gong, and Z. Chen. 2014. “Experimental research of the influence of current intermittence on electro-osmotic effect.” [In Chinese.] J. Harbin Inst. Technol. 46 (8): 78–83.
Tao, Y., J. Zhou, X. Gong, and P. Hu. 2016. “Electro-osmotic dehydration of Hangzhou sludge with selected electrode arrangements.” Drying Technol. 34 (1): 66–75. https://doi.org/10.1080/07373937.2015.1006369.
Tao, Y., J. Zhou, X. Gong, and Z. Luo. 2020. “Experimental study on the electrokinetic migration process of Hangzhou sludge.” Drying Technol. 38 (10): 1332–1339. https://doi.org/10.1080/07373937.2019.1636062.
Tuan, P. A., V. Jurate, and S. Mika. 2008. “Electro-dewatering of sludge under pressure and non-pressure conditions.” Environ. Technol. 29 (10): 1075–1084. https://doi.org/10.1080/09593330802180294.
Wan, T. Y., and J. K. Mitchell. 1976. “Electro-osmotic consolidation of soils.” J. Geotech. Eng. Div. 102 (5): 473–491. https://doi.org/10.1061/AJGEB6.0000270.
Wang, B., and M. Q. Vu. 2010. “Improvement of silty clay by vacuum preloading incorporated with electroosmotic method.” J. Rock Mech. Geotech. Eng 2 (4): 365–372. https://doi.org/10.3724/SP.J.1235.2010.00365.
Wang, J., H. Fu, F. Liu, Y. Cai, and J. Zhou. 2018. “Influence of electro-osmosis activation time on vacuum electro-osmosis consolidation of a dredged slurry.” Can. Geotech. J. 55 (1): 147–153. https://doi.org/10.1139/cgj-2016-0687.
Wei, R. 1986. “Engineering behaviour of soft clay.” [In Chinese.] China Civ. Eng. J. 3: 73–85.
Wu, H., and L. Hu. 2012. “Analytical models of the coupling of vacuum preloading and electro-osmosis consolidation for ground stabilization.” [In Chinese.] J. Tsinghua Univ. Sci. Technol. 52 (2): 182–185.
Wu, H., and L. Hu. 2013. “Analytical solution for axisymmetric electro-osmotic consolidation.” Géotechnique 63 (12): 1074–1079. https://doi.org/10.1680/geot.12.P.133.
Wu, H., W. Qi, L. Hu, and Q. Wen. 2017. “Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity.” Comput. Geotech. 85: 126–138. https://doi.org/10.1016/j.compgeo.2016.12.026.
Xie, X., L. Zheng, and K. Xie. 2019. “Experimental study on electro-osmosis of marine soft soil with varying potential gradient and electrode spacing.” [In Chinese.] China Civ. Eng. J. 52 (1): 108–114.
Xu, B., G. Lei, and Q. Zheng. 2014. “Solution of consolidation by surcharge preloading considering compressibility and varying hydraulic conductivities in smear zone.” [In Chinese.] Rock Soil Mech. 35 (6): 1607–1616.
Xue, Z., X. Tang, Q. Yang, Z. Tian, Y. Zhang, and W. Xu. 2018. “Mechanism of electro-osmotic chemical for clay improvement: Process analysis and clay property evolution.” Appl. Clay Sci. 166: 18–26. https://doi.org/10.1016/j.clay.2018.09.001.
Yang, S., F. Jianting, Q. Chenchen, and W. Jiawei. 2020. “Two-dimensional consolidation theory of vacuum preloading combined with electroosmosis considering the distribution of soil voltage.” Soil Mech. Found. Eng. 57 (1): 25–34. https://doi.org/10.1007/s11204-020-09633-8.
Yuan, J., and M. A. Hicks. 2013. “Large deformation elastic electro-osmosis consolidation of clays.” Comput. Geotech. 54: 60–68. https://doi.org/10.1016/j.compgeo.2013.05.012.
Zhang, L., and L. Hu. 2019. “Laboratory tests of electro-osmotic consolidation combined with vacuum preloading on kaolinite using electrokinetic geosynthetics.” Geotext. Geomembr. 47 (2): 166–176. https://doi.org/10.1016/j.geotexmem.2018.12.010.
Zhao, W. 2005. Technical guide for drainage consolidation reinforcement of soft foundations. Beijing: China Communications Press.
Zheng, G., J. P. Zhao, and H. Z. Zhou. 2021. “State-of-the-art review for techniques on ground improvement of highway and railway.” [In Chinese.] Chin. J. Ground Improv. 3 (2): 91–99.
Zhou, J., Y. Tao, C. Li, and X. Gong. 2019. “Experimental study of electro-kinetic dewatering of silt based on the electro-osmotic coefficient.” Environ. Eng. Sci. 36 (6): 739–748. https://doi.org/10.1089/ees.2018.0458.
Zhuang, Y. F. 2015. “Challenges of electro-osmotic consolidation in large scale application.” Geosynthetics 2015: 447–449.
Zhuang, Y. F. 2016. “Theory and design method for electro-osmotic consolidation.” Chin. J. Geotech. Eng 38: 152–155.
Zhuang, Y. F., W. Chen, and Y. C. Wang. 2014. “A layered electrode arrangement structure with electro- osmotic in soft foundation treatment.” [In Chinese.] China, 201410527717.1.
Zhuang, Y. F., W. L. Zou, and Z. Wang. 2012. “A conductive plastic drainage plate.” [In Chinese.] China, 201220282864.3.
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International Journal of Geomechanics
Volume 22 • Issue 1 • January 2022
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© 2021 American Society of Civil Engineers.
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Received: Aug 21, 2020
Accepted: Aug 5, 2021
Published online: Nov 3, 2021
Published in print: Jan 1, 2022
Discussion open until: Apr 3, 2022
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