Abstract
A series of tests were performed to investigate the macroscopic properties and the stabilization mechanism of calcium lignosulphonate modified expansive soil. Compared with natural soil, soil modified by 4% calcium lignosulphonate showed 56.5% increased 28 days unconfined compressive strength and 23.8% decreased free expansion rate. The X-ray diffraction analysis results indicate the existence of cation exchange and the reduction of montmorillonite interplanar spacing. The X-computed tomography results demonstrate that calcium lignosulphonate decreased the porosity and optimized the pore distribution. The calcium lignosulphonate also increased the stability of the suspension system according to the Zeta potential results. Moreover, the results of rheological tests show that the moderate amount of calcium lignosulphonate enhanced the yield stress and the plastic viscosity, proving the formation of a strong connection between soil particles.
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References
Holtz R D, Kovacs W D. An Introduction to Geotechnical Engineering [M]. New Jersey: Prentice Hall, 1981
Dafalla M A, Shamrani M A. Road Damage Due to Expansive Soils: Survey of the Phenomenon and Measures for Improvement[C]. ASCE Geotechnical Special Publication, 2011
Huang X, Li Z G, Ning J G, et al. Principle and Method of Optimization Design for Soft Soil Stabilizer[J]. Journal of Wuhan University of Technology-Materials Science Edition, 2009, 24(1): 154–160
Zhang Z, Tao M. Durability of Cement Stabilized Low Plasticity Soils [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(2): 203–213
Barden L, Sides G. Sample Disturbance in the Investigation of Clay Structure[J]. Géotechnique, 1971, 21(3): 211–222
Khan M S, Hossain S, Ahmed A, et al. Investigation of a Shallow Slope Failure on Expansive Clay in Texas[J]. Engineering Geology, 2017, 219: 118–129
Reiniger C. Soil Stabilization: Types, Methods and Applications [M]. New York: Nova Science Publishers, Inc. 2017
Little D N, Nair S. Recommended Practice for Stabilization of Subgrade Soils and Base Materials[R]. National Cooperative Highway Research Program, Transportation Research Board, 2009
Puppala A J, Griffin J A, Hoyos L R, et al. Studies on Sulfate-Resistant Cement Stabilization Methods to Address Sulfate-Induced Soil Heave [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(4): 391–402
Cheng Y, Wang S, Li J, et al. Engineering and Mineralogical Properties of Stabilized Expansive Soil Compositing Lime and Natural Pozzolans[J]. Construction and Building Materials, 2018, 187: 1031–1038
Robin V, Cuisinier O, Masrouri F, et al. Chemo-mechanical Modelling of Lime Treated Soils[J]. Applied Clay Science, 2014, 95: 211–219
Al-Rawas A, Taha R, Nelson J, et al. A Comparative Evaluation of Various Additives Used in the Stabilization of Expansive Soils[J]. Geotechnical Testing Journal, 2002, 25(2): 199–209
Al-Swaidani A, Hammoud I, Meziab A. Effect of Adding Natural Pozzolana on Geotechnical Properties of Lime-stabilized Clayey Soil [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2016, 8(5): 714–725
Di Sante M, Fratalocchi E, Mazzieri F, et al. Time of Reactions in a Lime Treated Clayey Soil and Influence of Curing Conditions on Its Microstructure and Behavior[J]. Applied Clay Science, 2014, 99: 100–109
Jha A K, Sivapullaiah P V. Physical and Strength Development in Lime Treated Gypseous Soil with Fly Ash — Micro-analyses[J]. Applied Clay Science, 2017, 145(1): 17–27
Aprianti S E. Review: A Huge Number of Artificial Waste Material Can Be Supplementary Cementitious Material (SCM) for Concrete Production—A Review Part II[J]. Journal of Cleaner Production, 2017, 142: 4178–4194
Van Damme H, Houben H. Earth Concrete. Stabilization Revisited[J]. Cement and Concrete Research, 2018, 114: 90–102
Sharma L K, Sirdesai N N, Sharma K M, et al. Experimental Study to Examine the Independent Roles of Lime and Cement on the Stabilization of a Mountain Soil: A Comparative Study[J]. Applied Clay Science, 2018, 152: 183–195
Gartner E, Sui T. Alternative Cement Clinkers[J]. Cement and Concrete Research, 2018, 114: 27–39
Hoover J M, Davidson D T, Plunkett J J, et al. Soil-organic Cationic Chemical-lignin Stabilization[J]. Highway Research Board Bulletin, 1960, 241: 1–13
Santoni R L, Tingle J S, Nieves M. Accelerated Strength Improvement of Silty Sand with Nontraditional Additives[J]. Journal of the Transportation Research Board, 2005, 1936(1): 34–42
Gandini A, Belgacem M N. Lignins as Components of Macromolecular Materials[J]. Monomers, Polymers and Composites from Renewable Resources, 2008: 243–271
Alazigha D P. The Efficacy of Lignosulfonate in Controlling the Swell Potential of Expansive Soil and Its Stabilization Mechanisms[D]. Wollongong: University of Wollongong, 2015
Chen Q, Indraratna B. Shear Behaviour of Sandy Silt Treated with Lignosulfonate[J]. Canadian Geotechnical Journal, 2015, 52(8): 1180–1185
Vakili A H, Kaedi M, Mokhberi M, et al. Treatment of Highly Dispersive Clay by Lignosulfonate Addition and Electroosmosis Application [J]. Applied Clay Science, 2018, 152: 1–8
China Building Industry Press. Standard for Engineering Classification of Soil[S]. GB/T 50145, 2007
China Building Industry Press. Standard for Soil Test Method[S]. GB/T50123, 1999
American Society for Testing Materials. Standard Test Method for Unconfined Compressive Strength Index of Chemical-Grouted Soils[S]. ASTM D4219–02, 2002
China Building Industry Press. Specification of Soil Test[S]. SL 237, 1999
She W, Zhao G, Cai D, et al. Numerical Study on the Effect of Pore Shapes on the Thermal Behaviors of Cellular Concrete[J]. Construction and Building Materials, 2018, 163: 113–121
Dukhin A S, Shilov V N, Ohshima H, et al. Electroacoustic Phenomena in Concentrated Dispersions: New Theory and CVI Experiment[J]. Langmuir, 1999, 15(20): 6692–6706
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Funded by National Natural Science Foundation of China (Nos.51890904 and 51508090), National Key Technology R&D Program of China (No.2017YFB0309904), the National Basic Research Program of China (973 Program) (No.2015CB655100)
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Wu, D., She, W., Wei, L. et al. Stabilization Mechanism of Calcium Lignosulphonate Used in Expansion Sensitive Soil. J. Wuhan Univ. Technol.-Mat. Sci. Edit. 35, 847–855 (2020). https://doi.org/10.1007/s11595-020-2329-y
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DOI: https://doi.org/10.1007/s11595-020-2329-y