Abstract
Vacuum-electroosmosis is a common method of foundation treatment; however, it is disadvantaged by fine soil particles clogging the drainage plate. To overcome this issue, this study treated the dredged fill from vacuum-electroosmosis with different additives. The parameters of discharged water, current, water content, and shear strength of soils treated with different amounts of Ca(OH)2, FeCl3, and NaCl were analyzed. The results showed that different additives have different effects on the vacuum-electroosmosis method for reinforcing dredger filling. Excessive additive contents were found to have an adverse effect on vacuum-electroosmosis, and hence, optimum amounts are required for the three additives. On comparing the optimum dosage of these additives, FeCl3 was observed to be the most energy-saving. From the aspect of anode corrosion and the costs involved, Ca(OH)2 was the most economical. For practical engineering applications, Ca(OH)2 was the most preferable additive. The results of this study provide guidance and scientific criteria for similar dredging foundation treatments.
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References
Anda R, Fu H, Wang J, Lei H, Hu X, Ye Q, Cai Y, Xie Z (2020) Effects of pressurizing timing on air booster vacuum consolidation of dredged slurry. Geotextiles and Geomembranes 48(4):491–503, DOI: https://doi.org/10.1016/j.geotexmem.2020.02.007
ASTM D2487-11 (2011) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-11, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D2487-11
ASTM D4648/D4648M-16 (2016) Standard test methods for laboratory miniature vane shear test for saturatedfine-grained clayey soil. ASTM D4648/D4648M-16, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D4648_D4648M-16
Buensuceso BR (1990) Engineering behavior of lime treated soft bangkok clay. PhD Thesis, Asian Institute of Technology, Bangkok, Thailand
Cai Y, Xie Z, Wang J, Wang P, Geng X (2018) New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata. Canadian Geotechnical Journal 55(10):1359–1371, DOI: https://doi.org/10.1139/cgj-2017-0412
Chang HW, Krishna PG, Chien SC (2010) Electro-osmotic chemical treatments: Effects of Ca2+ concentration on the mechanical strength and pH of Kaolin. Clays and Clay Minerals 58(2):154–163, DOI: https://doi.org/10.1346/CCMN.2010.0580202
Chien SC, Ou CY, Lee YC (2010) A novel electroosmotic chemical treatment technique for soil improvement. Applied Clay Science 50(4):0–492, DOI: https://doi.org/10.1016/j.clay.2010.09.014
Chien SC, Ou CY, Wang MK (2009) Injection of saline solutions to improve the electro-osmotic pressure and consolidation of foundation soil. Applied Clay Science 44(3–4):218–224, DOI: https://doi.org/10.1016/j.clay.2009.02.006
Dash SK, Hussain M (2011) Lime stabilization of soils: Reappraisal. Journal of Materials in Civil Engineering 24:707–714, DOI: https://doi.org/10.1061/(asce)mt.1943-5533.0000431
Deneele D, Le Runigo B, Cui YJ, Cuisinier O, Ferber V (2016) Experimental assessment regarding leaching of lime-treated silt. Construction and Building Materials 112:1032–1040, DOI: https://doi.org/10.1016/j.conbuildmat.2016.03.015
Deng YF, Tang AM, Cui YJ, Li XL (2011) Study on the hydraulic conductivity of Boom clay. Canadian Geotechnical Journal 48(10): 1461–1470, DOI: https://doi.org/10.1139/t11-048
Dentel SK, Gossett JM (1988) Mechanisms of coagulation with aluminium salts. Journal American Water Works Association 80(4):187–198, DOI: https://doi.org/10.1002/j.1551-8833.1988.tb03025.x
Dong Z, Zhang G, Zhou Q, Luo Y, Qiu Q, Li Y (2011) Research and development and application of super-soft soil reinforcement technology for shallow land reclamation in Tianjin Binhai new area. Journal of Rock Mechanics and Engineering 030(005):1073–1080
Eades JL, Grim RE (1966) A quick test to determine lime requirements for lime stabilization: In behaviour characteristics of lime-soil mixtures. Highway Research Record 139:61–72
Fu H, Cai Y, Wang J, Wang P (2017a) Experimental study on the combined application of vacuum preloading — Variable-spacing electro-osmosis to soft ground improvement. Geosynthetics International 24(1):72–81, DOI: https://doi.org/10.1680/jgein.16.00016
Fu H, Fang Z, Wang J, Chai J, Cai Y, Geng X, Jin J, Jin F (2017b) Experimental comparison of electro-osmotic consolidation of Wenzhou dredged clay sediment using intermittent current and polarity reversal. Marine Georesources & Geotechnology, DOI: https://doi.org/10.1080/1064119x.2017.1326992
Fu H, Wang J, Cai Y, Zhang L, Cai Y (2015) Experimental study on combined consolidation of soft clay foundation by low-energy dynamic compaction and electroosmosis. Chinese Journal of Rock Mechanics and Engineering 2015(3):612–620, DOI: https://doi.org/10.13722/j.cnki.jrme.2015.03.019 (in Chinese)
Fu Y, Wang L, Liu S, He W (2019) Effect of initial injection time of CaCl2 solution on electrochemical reinforcement effect. Water Resources and Hydropower Technology 50(11):51–58, DOI: https://doi.org/10.13928/j.cnki.wrahe.2019.11.007 (in Chinese)
Gao C, Gu J, Alice, Liu W (2020) Soil junction fracture plate and chemical grouting time impact on one-dimensional electroosmosis consolidation. Journal of Civil and Environmental Engineering 1–11
GB/T50123 (1999) Standard of soil test method. GB/T50123, China Planning Press, Beijing, China
Jawad IT, Taha MR, Majeed ZH, Khan TA (2014) Soil stabilization using lime: Advantages, disadvantages and proposing a potential alternative. Research Journal of Applied Sciences, Engineering and Technology 8:510–520, DOI: https://doi.org/10.19026/rjaset.8.1000
Johnson PN, Amirtharajah A (1983) Ferric chloride and alum as single and dual coagulants. Journal American Water Works Association 75(5):232–239
Kjellman W (1952) Consolidation of clay soil by means of atmospheric pressure. Proceedings of a Conference on Soil Stabilization 1952:258–263
Le Runigo B, Cuisinier O, Cui YJ, Ferber V, Deneele D (2009) Impact of initial state on the fabric and permeability of a lime-treated silt under long-term leaching. Canadian Geotechnical Journal 46(11):1243–1257, DOI: https://doi.org/10.1139/t09-061
Li Y, Gong X (2011) Experimental study on the effect of salt content on electroosmotic drainage of soft clay. Chinese Journal of Geotechnical Engineering 33(8):1254–1259
Li Y, Gong X (2012) Experimental study on the influence of electrode spacing on electroosmosis under equipotential gradient. Rock and Soil Mechanics 2012(01):93–99, DOI: https://doi.org/10.16285/j.rsm.2012.01.012 (in Chinese)
Li X, Yuan G, Fu H, Wang J, Cai Y (2018) Effect of electrochemical treatment on consolidation of soft clay. Geomechanics and Engineering 15(4):957–964, DOI: https://doi.org/10.12989/gae.2018.15.4.957
Li X, Zhao R, Fu H, Wang J, Cai Y, Hu X, Zhou J, Hai J (2019) Slurry improvement by vacuum preloading and electro-osmosis. Proceedings of the Institution of Civil Engineers — Geotechnical Engineering 172(2):145–154, DOI: https://doi.org/10.1680/jgeen.17.00181
Lin W, Zhan X, Zhan TL, Chen Y, Jin Y, Jiang J (2014) Effect of FeCl3-conditioning on consolidation property of sewage sludge and vacuum preloading test with integrated PVDs at the Changan landfill, China. Geotextiles & Geomembranes 42:181–190, DOI: https://doi.org/10.1016/j.geotexmem.2013.12.008
Liu F, Fu H, Wang J, Mi W, Cai Y, Geng X (2017) Influence of soluble salt on electro-osmotic consolidation of soft clay. Soil Mechanics and Foundation Engineering 54(1):49–55, DOI: https://doi.org/10.1007/s11204-017-9432-x
Liu F, Li L, Wang J, Fu H, Cai Y (2019) Effect of anode grouting solution on electroosmotic reinforcement of soft soil subsoil. Chinese Journal of Highways 32(3):48–56
Liu Y, Wu Y, Hu B, Zhang Z, Liu Y (2013) Study on vacuum preloading dewatering technology of dredged bottom mud with admixture. Hydro-Science and Engineering (3):78-82
Malekzadeh M, Sivakugan N (2017) Double drain electrokinetic stabilization of dredged mud using stainless steel electrodes and application of surcharge. KSCE Journal of Civil Engineering 21(11):2615–2621, DOI: https://doi.org/10.1007/s12205-017-0975-1
Mallela J, Von QP, Smith KL, ERES Consultants (2004) Consideration of lime-stabilized layers in mechanistic-empirical pavement design. The National Lime Association, Arlington, VA, USA
Nalbantoglu Z, Tuncer E (2001) Compressibility and hydraulic conductivity of a chemically treated expansive clay. Canadian Geotechnical Journal 38(38):154–160, DOI: https://doi.org/10.1139/100-076
Ou CY, Chien SC, Wang YG (2009) On the enhancement of electroosmotic soil improvement by the injection of saline solutions. Applied Clay Science 44(1–2):0–136, DOI: https://doi.org/10.1016/j.clay.2008.12.014
Raisinghani DV, Viswanadham, BVS (2011) Centrifuge model study on low permeable slope reinforced by hybrid geosynthetics. Geotextiles and Geomembranes 29:567–580, DOI: https://doi.org/10.1016/j.geotexmem.2011.07.003
Rajasekaran G, Murali K, Srinivasaraghavan R (1997) Fabric and mineralogical studies on lime treated marine clays. Ocean Engineering 24(3):227–234, DOI: https://doi.org/10.1016/s0029-8018(96)00010-8
Rajasekaran G, Rao SN (2002) Permeability characteristics of lime treated marine clay. Ocean Engineering 29(2):113–127, DOI: https://doi.org/10.1016/s0029-8018(01)00017-8
Sun L, Guo W, Chu J, Nie W, Ren Y, Yan S, Hou J (2017) A pilot test on a membraneless vacuum preloading method. Geotextile Geomembrane 45(3):142–148, DOI: https://doi.org/10.1016/j.geotexmem.2017.01.005
Wang J, Cai Y, Fu H, Hu X, Cai Y, Lin H, Zheng W (2018a) Experimental study on a dredged fill ground improved by a two-stage vacuum preloading method. Soils and Foundations 58(3):766–775, DOI: https://doi.org/10.1016/j.sandf.2018.02.028
Wang J, Cai Y, Ma J, Chu J, Fu H, Wang P, Jin Y (2016a) Improved vacuum preloading method for consolidation of dredged clay-slurry fill. Journal of Geotechnical and Geoenvironmental Engineering 142(11), DOI: https://doi.org/10.1061/(asce)gt.1943-5606.0001516
Wang J, Fu H, Liu F, Cai Y, Zhou J (2018b) Influence of the electro-osmosis activation time on vacuum electro-osmosis consolidation of a dredged slurry. Canadian Geotechnical Journal 55(1):147–153, DOI: https://doi.org/10.1139/cgj-2016-0687
Wang J, Gao Z, Li L, Fu H, Liu F, Cai Y (2019a) Effects of fracture grouting with sodium hydroxide during electro-osmosis on clay. Marine Georesources & Geotechnology 37(2):245–255, DOI: https://doi.org/10.1080/1064119x.2018.1431745
Wang J, Huang G, Fu H, Cai Y, Hu X, Lou X, Jin Y, Hai J, Ni J, Zou J (2019b) Vacuum preloading combined with multiple-flocculant treatment for dredged fill improvement. Engineering Geology 259: 105194, DOI: https://doi.org/10.1016/j.enggeo.2019.105194
Wang J, Ma J, Liu F (2016b) Experimental study on the improvement of marine clay slurry by electroosmosis-vacuum preloading. Geotextile Geomembrane 44:615–622, DOI: https://doi.org/10.1016/j.geotexmem.2016.03.004
Wang J, Ni J, Cai Y, Fu H, Wang P (2017) Combination of vacuum preloading and lime treatment for improvement of dredged fill. Engineering Geology 227:149–458, DOI: https://doi.org/10.1016/j.enggeo.2017.02.013
Wang J, Yang Y, Fu H, Cai Y, Hu X, Lou X, Ji Y (2020) Improving consolidation of dredged slurry by vacuum preloading using PVDs with varying filter pore sizes. Canadian Geotechnical Journal 57(2):294–303, DOI: https://doi.org/10.1139/cgj-2018-0572
Wang J, Zhao R, Cai Y, Fu H, Li X, Hu X (2018c) Vacuum preloading and electro-osmosis consolidation of dredged slurry pre-treated with flocculants. Engineering Geology 246:123–130, DOI: https://doi.org/10.1016/j.enggeo.2018.09.024
Wu Y, Gu S, Lu L, Qiang X, Luo J (2018) Effects of chemical dosage on permeability and vacuum consolidation characteristics of high-viscosity waste slurry. Journal of Shanghai University 24(4):617–626 (in Chinese)
Wu Y, Lin Z, Hu T, Chen G, Kang L (2019) Experimental study on vacuum consolidation model of municipal sludge modified by Fenton reagent. Journal of Southeast University (Natural Science Edition) 49(4):796–803
Wu Y, Niu K, Lu Y, Tang H, Chen Y, Kang X (2017a) Anti-clogging mechanism of pharmaceutical vacuum preloading method in engineering waste slurry treatment process. China Civil Engineering Journal 2017(6):99–107, DOI: https://doi.org/10.15951/j.tmgcxb.2017.06.011 (in Chinese)
Wu Y, Zhou Z, Wang D, Lu Y, Wang J, Lin F (2017b) Experimental study on the treatment of waste mud by chemical vacuum preloading in Ningbo. Journal of Dalian University of Technology 57(2):157–163
Yamadera A (1999) Microstructural study of geotechnical characteristics of marine clays. PhD Thesis, Saga University, Saga, Japan
Yong RN, Ouhadi VR (2007) Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils. Applied Clay Science 35(3–4):238–249, DOI: https://doi.org/10.1016/j.clay.2006.08.009
Zhang J, Xia C, Yue Q, Gao B, Yang K, Wu S, Kan Y (2017) Application of FeCl3 to adjust urban sewage-dewatered sludge (UDSS) containing cationic polyacrylamide (CPAM) for further dewatering. Water, Air, & Soil Pollution 228(6):196, DOI: https://doi.org/10.1007/s11270-017-3377-6
Zhao S, Zeng F, Wang J, Fu H, Wang Y (2016) Experimental study on flocculation-vacuum preloading for burying silt. Chinese Journal of Rock Mechanics and Engineering 35(6), DOI: https://doi.org/10.13722/j.cnki.jrme.2015.1042 (in Chinese)
Zheng JJ, Chen BG, Lu YE, Abusharar SW, Yin JH (2009) The performance of an embankment on soft ground reinforced with geosynthetics and pile walls. Geosynthetics International 16(3):173–182, DOI: https://doi.org/10.1680/gein.2009.16.3.173
Acknowledgements
This research was supported by National Key R&D Program of China (2016YFC0800200), the National Natural Science Foundation of China (grant No.51778500, 51778501, and 51620105008), the Zhejiang Province Natural Foundation projects of China (grant No. LR18E080001 and LY20E080029), Key Research and development program of Zhejiang Province (grant No. 2018C03038), Program of Science and Technology of Wenzhou (grant No. S20160009). This financial support is gratefully acknowledged.
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Hu, J., Li, X., Zhang, D. et al. Experimental Study on the Effect of Additives on Drainage Consolidation in Vacuum Preloading Combined with Electroosmosis. KSCE J Civ Eng 24, 2599–2609 (2020). https://doi.org/10.1007/s12205-020-1900-6
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DOI: https://doi.org/10.1007/s12205-020-1900-6