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Impacts of organic content and pH on consolidation of clayey dredger fill by vacuum preloading method

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Abstract

The vacuum preloading method combining prefabricated vertical drains (PVDs) and surcharge preloading from vacuum pressure is widely used in the improvement of dredger fill foundation. However, a clogging effect arises within the soils around the PVDs during the vacuum preloading, which significantly affects the soil consolidation. Previous studies indicated that the organic matter and soil pH circumstance influence the soil-water interaction and soil microstructure. In order to investigate the influences of organic matter and soil pH on the consolidation of clayey dredger fill, a series of small scale vacuum preloading tests was conducted on soils with different organic contents and soil pH values. Subsequently, Scanning Electron Microscopy observation test and vane shear test were carried out to evaluate the effect of vacuum preloading consolidation. The results showed that a low organic content or a high soil pH is beneficial for soil consolidation by vacuum preloading method, resulting in a more compact microstructure and a greater vane strength. There are two actions on the organic matter during the vacuum preloading consolidation, namely, material migration and organic matter dissolution. The organic matter dissolution effect is predominate at soil pH > 9.1, so that the consolidation effect is improved. However, the material migration effect is predominate at pH = 8.1, clay particles and organic matter can be transported with the water flow and redeposit near the drain pipes, resulting in a clogging effect. Moreover, a higher pH can induce the change of microstructure from flocculated association to deflocculated and dispersed association of clay particles, which is positive to soil consolidation. The results in this paper may offer helpful references for engineering practice.

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References

  • Abd Elaty, M.A. and Ghazy, M.F., 2012, Flow properties of fresh concrete by using modified geotechnical Vane shear test. Housing and Building National Research Center Journal, 8, 159–169.

    Google Scholar 

  • Arvidsson, J. and Keller, T., 2011, Comparing penetrometer and shear vane measurements with measured and predicted mouldboard plough draught in a range of Swedish soils. Soil and Tillage Research, 111, 219–223.

    Article  Google Scholar 

  • Bahemmat, M., Farahbakhsh, M., and Kianirad, M., 2016, Humic substances- enhanced electroremediation of heavy metals contaminated soil. Journal of Hazardous Materials, 312, 307–318.

    Article  Google Scholar 

  • Bate, B., Zhao, Q., and Burns, S.E., 2014, Impact of organic coatings on frictional strength of organically modified clay. Journal of Geotechnical and Geoenvironmental Engineering, 140, 228–236.

    Article  Google Scholar 

  • Bisogni, J.J. and Kishbaugh, S.A., 1988, Alkalinity destruction by sediment organic matter dissolution during neutralization of acidified lakes. Water Air and Soil Pollution, 38, 85–95.

    Google Scholar 

  • Burns, S.E., Bartelt-Hunt, S.L., Smith, J.A., and Redding, A.Z., 2006, Coupled mechanical and chemical behavior of bentonite engineered with a controlled organic phase. Journal of Geotechnical and Geoenvironmental Engineering, 132, 1404–1412.

    Article  Google Scholar 

  • Cao, L.W., Wang, Y., Huo, P., Sun, Z., and Zhang, X.Z., 2015, Correlative research on permeability and microstructure of life source contaminated clay. In: Lollino, G., Giordan, D., Thuro, K., Carranza- Torres, C., Wu, F., Marinos, P., and Delgado, C. (eds.), Engineering Geology for Society and Territory–Volume 6. Springer International Publishing, Switzerland, p. 511–514.

    Google Scholar 

  • Chai, J.-C. and Miura, N., 1999, Investigation of factors affecting vertical drain behavior. Journal of Geotechnical and Geoenvironmental Engineering, 125, 216–226.

    Article  Google Scholar 

  • Chen, H., 2006, A study of the behavior of organic matter in the progress of solidifying soft soil by cement. Ph.D. Thesis, Jilin University, Jilin, 7 p. (in Chinese with English abstract)

    Google Scholar 

  • Chen, H., Zhang, J., and Yan, H., 2013, Quantitative evaluation of microstructure characteristics of cement consolidated soil. Bulletin of Engineering Geology and the Environment, 72, 233–236.

    Article  Google Scholar 

  • Colin, F. and Gazbar, S., 1995, Distribution of water in sludges in relation to their mechanical dewatering. Water Research, 29, 2000–2005.

    Article  Google Scholar 

  • Dehandschutter, B., Vandycke, S., Sintubin, M., Vandenberghe, N., and Wouters, L., 2005, Brittle fractures and ductile shear bands in argillaceous sediments: inferences from Oligocene Boom Clay (Belgium). Journal of Structural Geology, 27, 1095–1112.

    Article  Google Scholar 

  • Delage, P., Tessier, D., and Marcel-Audiguier, M., 1982, Use of the Cryoscan apparatus for observation of freeze-fractured planes of a sensitive Quebec clay in scanning electron microscopy. Canadian Geotechnical Journal, 19, 111–114.

    Article  Google Scholar 

  • Deng, Y.-B., Xie, K.-H., Lu, M.-M., Tao, H.-B., and Liu, G.-B., 2013, Consolidation by prefabricated vertical drains considering the time dependent well resistance. Geotextiles and Geomembranes, 36, 20–26.

    Article  Google Scholar 

  • Dolinar, B. and Macuh, B., 2016, Determining the thickness of adsorbed water layers on the external surfaces of clay minerals based on the engineering properties of soils. Applied Clay Science, 123, 279–284.

    Article  Google Scholar 

  • Estabragh, A.R., Beytolahpour, I., Moradi, M., and Javadi, A.A., 2014, Consolidation behavior of two fine-grained soils contaminated by glycerol and ethanol. Engineering Geology, 178, 102–108.

    Article  Google Scholar 

  • Feng, C., Wang, B., and Li, S., 2000, The vacuum pre-loading model test of organic soil. Geotechnical Investigation & Surveying, 38, 23–26. (in Chinese with English abstract)

    Google Scholar 

  • Goodarzi, A.R., Najafi Fateh, S., and Shekary, H., 2016, Impact of organic pollutants on the macro and microstructure responses of Na-bentonite. Applied Clay Science, 121–122, 17–28.

    Article  Google Scholar 

  • Hedges, J.I. and Oades, J.M., 1997, Comparative organic geochemistries of soils and marine sediments. Organic Geochemistry, 27, 319–361.

    Article  Google Scholar 

  • Honty, M., De Craen, M., Wang, L., Madejová, J., Czímerová, A., Pentrák, M., Strícek, I., and Van Geet, M., 2010, The effect of high pH alkaline solutions on the mineral stability of the Boom Clay–Batch experiments at 60 °C. Applied Geochemistry, 25, 825–840.

    Article  Google Scholar 

  • International Organization for Standardization, 2005, Soil quality–determination of pH (ISO 10390:2005). In: International Organization for Standardization, Geneva, p. 1–7.

  • Indraratna, B., Rujikiatkamjorn, C., Balasubramaniam, A.S., and McIntosh, G., 2012, Soft ground improvement via vertical drains and vacuum assisted preloading. Geotextiles and Geomembranes, 30, 16–23.

    Article  Google Scholar 

  • Land, L.E., Kolker, A.S., and Gambrell, R.P., 2012, Biotic and abiotic controls on sediment aggregation and consolidation: implications for geochemical fluxes and coastal restoration. Marine Environmental Research, 79, 100–110.

    Article  Google Scholar 

  • Lee, J., Kim, K., and Chun, B., 2012, Strength characteristics of soils mixed with an organic acid material for improvement. Journal of Materials in Civil Engineering, 24, 1529–1533.

    Article  Google Scholar 

  • Lin, B. and Cerato, A.B., 2015, Shear strength of shale weathered expansive soils along swell-shrink paths: analysis based on microscopic properties. Environmental Earth Sciences, 74, 6887–6899.

    Article  Google Scholar 

  • Liu, C., Shi, B., Zhou, J., and Tang, C., 2011, Quantification and characterization of microporosity by image processing, geometric measurement and statistical methods: Application on SEM images of clay materials. Applied Clay Science, 54, 97–106.

    Article  Google Scholar 

  • Long, P.V., Nguyen, L.V., Bergado, D.T., and Balasubramaniam, A.S., 2015, Performance of PVD improved soft ground using vacuum consolidation methods with and without airtight membrane. Geotextiles and Geomembranes, 43, 473–483.

    Article  Google Scholar 

  • Malekzadeh, M., Lovisa, J., and Sivakugan, N., 2016, An overview of electrokinetic consolidation of soils. Geotechnical and Geological Engineering, 34, 759–776.

    Article  Google Scholar 

  • Ministry of Construction of the PRC, 2002, Chinese standard of technical code for ground treatment of buildings (JGJ79-2002). China Architecture & Building Press, Beijing, 8 p.

  • Ministry of Water Resources of the PRC, 1999, China Specification of Soil Test (SL237-1999). China Water & Power Press, Beijing, p. 469–471.

  • Mitchell, J.K. and Soga, K., 2005, Fundamentals of Soil Behavior. John Wiley & Sons, New York, 577 p.

    Google Scholar 

  • Mu, C.-m. and Li, B.-f., 2008, Influence of organic matter on mechanical character of soft soil. Hydrogeology & Engineering Geology, 35, 42–46. (in Chinese with English abstract)

    Google Scholar 

  • Musso, G., Romero, E., and Vecchia, G.D., 2013, Double-structure effects on the chemo-hydro-mechanical behaviour of a compacted active clay. Géotechnique, 63, 206–220.

    Article  Google Scholar 

  • Noble, T.L., Lottermoser, B.G., and Parbhakar-Fox, A., 2016, Evaluation of pH testing methods for sulfidic mine waste. Mine Water and the Environment, 35, 318–331.

    Article  Google Scholar 

  • Ollivier, P., Surdyk, N., Azaroual, M., Besnard, K., Casanova, J., and Rampnoux, N., 2013, Linking water quality changes to geochemical processes occurring in a reactive soil column during treated wastewater infiltration using a large-scale pilot experiment: Insights into Mn behavior. Chemical Geology, 356, 109–125.

    Article  Google Scholar 

  • Peng, J., Xiong, X., Mahfouz, A.H., and Song, E.-r., 2013, Vacuum preloading combined electroosmotic strengthening of ultra-soft soil. Journal of Central South University, 20, 3282–3295.

    Article  Google Scholar 

  • Peng, J., Ye, H., and Alshawabkeh, A.N., 2015, Soil improvement by electroosmotic grouting of saline solutions with vacuum drainage at the cathode. Applied Clay Science, 114, 53–60.

    Article  Google Scholar 

  • Plachá, D., Martynková, G.S., Bachmatiuk, A., Peikertová, P., Seidlerová, J., and Rümmeli, M.H., 2014, The influence of pH on organovermiculite structure stability. Applied Clay Science, 93–94, 17–22.

    Article  Google Scholar 

  • Proto, C.J., DeJong, J.T., and Nelson, D.C., 2016, Biomediated permeability reduction of saturated sands. Journal of Geotechnical and Geoenvironmental Engineering, 142, 04016073. DOI: 10.1061/(ASCE) GT.1943-5606.0001558

    Google Scholar 

  • Saowapakpiboon, J., Bergado, D.T., Voottipruex, P., Lam, L.G., and Nakakuma, K., 2011, PVD improvement combined with surcharge and vacuum preloading including simulations. Geotextiles and Geomembranes, 29, 74–82.

    Article  Google Scholar 

  • Siddique, T., Kuznetsov, P., Kuznetsova, A., Arkell, N., Young, R., Li, C., Guigard, S., Underwood, E., and Foght, J.M., 2014, Microbiallyaccelerated consolidation of oil sands tailings. Pathway I: changes in porewater chemistry. Frontiers in Microbiology, 5, 106.

    Google Scholar 

  • Sivapullaiah, P.V., 2014, Surprising soil behaviour: Is It Really!!! Indian Geotechnical Journal, 45, 1–24.

    Article  Google Scholar 

  • Song, J., Wang, Q., Chen, H.-e., Sun, T., Zhang, Z.-q., and Zhang, P., 2010, Fractal dimension of porous of heavy clay and saliniferous dredger fill during the process of consolidation. Journal of Jilin University (Earth Science Edition), 40, 361–366. (in Chinese with English abstract)

    Google Scholar 

  • Song, J., Wang, Q., Zhang, P., and Jiang, X.L., 2012, Laboratory research on fine particles migration of high clay dredger fill in consolidation process. Journal of Engineering Geology, 20, 1042–1049. (in Chinese with English abstract)

    Google Scholar 

  • Tang, L., Chen, H., and Song, J., 2016, Process of pore pressure diffusion in saturated clay soil and impact of adsorbed water. Geosciences Journal, 20, 649–665.

    Article  Google Scholar 

  • Tang, Y.-q., Zhou, J., Hong, J., Yang, P., and Wang, J.-x., 2012, Quantitative analysis of the microstructure of Shanghai muddy clay before and after freezing. Bulletin of Engineering Geology and the Environment, 71, 309–316.

    Article  Google Scholar 

  • Torkzaban, S., Bradford, S.A., Vanderzalm, J.L., Patterson, B.M., Harris, B., and Prommer, H., 2015, Colloid release and clogging in porous media: Effects of solution ionic strength and flow velocity. Journal of Contaminant Hydrology, 181, 161–171.

    Article  Google Scholar 

  • Venda Oliveira, P.J., Correia, A.A.S., and Garcia, M.R., 2012, Effect of organic matter content and curing conditions on the creep behavior of an artificially stabilized soil. Journal of Materials in Civil Engineering, 24, 868–875.

    Article  Google Scholar 

  • Wang, C., Bendle, J., Yang, Y., Yang, H., Sun, H., Huang, J., and Xie, S., 2016a, Impacts of pH and temperature on soil bacterial 3-hydroxy fatty acids: Development of novel terrestrial proxies. Organic Geochemistry, 94, 21–31.

    Article  Google Scholar 

  • Wang, J., Ma, J., Liu, F., Mi, W., Cai, Y., Fu, H., and Wang, P., 2016b, Experimental study on the improvement of marine clay slurry by electroosmosis-vacuum preloading. Geotextiles and Geomembranes, 44, 615–622.

    Article  Google Scholar 

  • Wang, Y.H. and Siu, W.K., 2006a, Structure characteristics and mechanical properties of kaolinite soils. I. Surface charges and structural characterizations. Canadian Geotechnical Journal, 43, 587–600.

    Article  Google Scholar 

  • Wang, Y.H. and Siu, W.K., 2006b, Structure characteristics and mechanical properties of kaolinite soils. II. Effects of structure on mechanical properties. Canadian Geotechnical Journal, 43, 601–617.

    Article  Google Scholar 

  • Yang, P., Tang, Y.-q., Wang, J.-x., Yang, Y., and An, X., 2012, Test on consolidation of dredger fill by cube grid of plastic drain board preinstalled. Engineering Geology, 127, 81–85.

    Article  Google Scholar 

  • You, S.-J., Yin, Y., and Allen, H.E., 1999, Partitioning of organic matter in soils: effects of pH and water/soil ratio. Science of the Total Environment, 227, 155–160.

    Article  Google Scholar 

  • Yu, C.Y., Chow, J.K., and Wang, Y.-H., 2016, Pore-size changes and responses of kaolinite with different structures subject to consolidation and shearing. Engineering Geology, 202, 122–131

    Article  Google Scholar 

  • Yuan, X.Q., Wang, Q., Xia, Y.B., Song, J., and Lin, S., 2011, A study on pore diameter distribution of saliniferous dredger fill consolidated by vacuum preloading. Advanced Materials Research, 301–303, 1511–1516.

    Article  Google Scholar 

  • Zhu, R., Wu, M., and Yang, J., 2011, Mobilities and leachabilities of heavy metals in sludge with humus soil. Journal of Environmental Sciences, 23, 247–254.

    Article  Google Scholar 

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Tang, L., Song, J., Chen, H. et al. Impacts of organic content and pH on consolidation of clayey dredger fill by vacuum preloading method. Geosci J 21, 765–778 (2017). https://doi.org/10.1007/s12303-017-0006-8

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