Review on Use of Lignosulfonate Additives for Soil Stabilization
Abstract

Compressible soils present a major obstacle in geotechnical engineering due to their tendency to expand and contract. This leads towards damages that may surpass the collective impact of floods, hurricanes, tornadoes, and earthquakes. The management of these soils during construction projects has become increasingly costly. However, employing suitable stabilization techniques may enhance their properties. The current study aimed to evaluate mechanical and chemical methods in order to stabilize expansive soils, considering factors, such as efficiency, environmental impact, and cost-effectiveness. The absence of standardized protocols to treat swelling soils complicates engineering practices. This highlights the need for collaboration among specialists. The study focused on lignosulfonate, an industrial by-product, for subgrade stabilization. Furthermore, it also explored the impact of lignosulfonate on soil properties and its environmental-friendly nature. Previous research indicates positive outcomes, with lignosulfonate effectively improving soil properties through ion exchange processes. Despite various challenges, lignosulfonate presents a promising approach to soil stabilization and also offers technical effectiveness and environmental sustainability.
Downloads
References
Afrin H. A review on different types soil stabilization techniques. Int J Transport Eng Technol. 2017;3(2):19–24.
Hillel D, Hatfield JL. Encyclopedia of Soils in the Environment. Elsevier; 2005.
McCauley A, Jones C, Jacobsen J. Basic soil properties. soil and water management module. Mont State Univ Exten Serv. 2005;1(1):1–12.
Lambe TW. The structure of compacted clays. J Soil Mechanic Found Division. 1958;84(2):e1654. https://doi.org/10.1061/jsfeaq.0000114
Keller I. Improvement of Weak Soils by the Deep Soil Mixing Method. Keller Bronchure; 2011.
Hussain A, Rehman F, Rafeeq H, et al. In-situ, Ex-situ, and nano-remediation strategies to treat polluted soil, water, and air–a review. Chemosphere. 2022;289:e133252. https://doi.org/10.1016/j.chemosphere.2021.133252
Sherwood P. Soil Stabilization with Cement and Lime. Her Majesty Stationary Office;1993.
Carraro JAH, Dunham-Friel J, Smidt M. Beneficial Use of Scrap Tire Rubber In Low-Volume Road and Bridge Construction with Expansive Soils [interim report] . Colorado State University. Dept. of Civil and Environmental Engineering; 2010.
Fondjo AA, Theron E. Application of mathematical function to estimate the compaction characteristics of unsaturated soils. Civ Eng Architect. 2021;9:25–262.
Fondjo AA, Theron E, Ray RP. Models for predicting the suction of heaving compacted soils using geotechnical properties. In: IOP Conference Series: Earth and Environmental Science. IOP Publishing; 2021.
Ardani A. Expansive Soil Treatment Methods in Colorado. Colorado Department of Transportation; 1992.
Zumrawi MM. Construction problems of light structures founded on expansive soils in Sudan. Int J Sci Res. 2015;4(8):896–902.
Edil TB, Benson CH, Bin-Shafique M, Tanyu BF, Kim W-H, Senol A. Field evaluation of construction alternatives for roadways over soft subgrade. Transport Res Record. 2002;1786(1):36–48. https://doi.org/10.3141/1786-05
Department of the Army, the Navy, and the Air Force. Soil Stabilization for Pavements. https://citeseerx.ist.psu.edu/document?repid=rep1&type=pdf&doi=42a81ac0bd9ed5021ca156d246a3f9b33191c224. Updated November, 1994.
Rahmat MN, Ismail N, Raffe MR. Strength properties of sustainable palm oil fuel ash (POFA)—Stabilized Landfill. In: Hashim R, Majeed AA, eds. Proceedings of the Colloquium on Administrative Science and Technology. Springer; 2015:533–544.
Schanz T, Elsawy MB. Swelling characteristics and shear strength of highly expansive clay–lime mixtures: a comparative study. Arab J Geosci. 2015;8:7919–7927.
Chen FH. Foundations on Expansive Soils. Elsevier; 2012.
Nelson JD, Chao KC, Overton DD, Nelson EJ. Foundation Engineering for Expansive Soils. John Wiley & Sons; 2015.
Das BM. Geotechnical Engineering Handbook. J. Ross publishing; 2011.
Ahmadi H, Rahimi H, Rostami ME. Control of swelling of soil under canal lining by wetting and drying cycles. Irrig Drain. 2012;61(4):527–532. https://doi.org/10.1002/ird.1666
Soltani A, Taheri A, Khatibi M, Estabragh A. Swelling potential of a stabilized expansive soil: a comparative experimental study. Geotech Geolog Eng. 2017;35:1717–1744. https://doi.org/10.1007/s10706-017-0204-1
Estabragh A, Parsaei B, Javadi A. Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil. Soils Found. 2015;55(2):304–314. https://doi.org/10.1016/j.sandf.2015.02.007
Thyagaraj T, Zodinsanga S. Swell–shrink behaviour of lime precipitation treated soil. Ground Improv. 2014;167(4):260–273. https://doi.org/10.1680/grim.12.00028
Tawfiq S, Nalbantoglu Z. Swell-shrink behavior of expansive clays. Paper presented at: International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Near East University, Nicosia, North Cyprus; 2009.
Fondjo AA, Theron E, Ray RP. Stabilization of expansive soils using mechanical and chemical methods: a comprehensive review. Civ Eng Archit. 2021;9(5):1295–1308. https://doi.org/10.13189/cea.2021.090503
Estabragh A, Soltani A, Javadi A. Effect of pore water chemistry on the behaviour of a kaolin–bentonite mixture during drying and wetting cycles. Eur J Environ Civil Eng. 2020;24(7):895–914. https://doi.org/10.1080/19648189.2018.1428691
Chegenizadeh A, Nikraz H. Investigation on strength of fiber reinforced clay. Adv Mater Res. 2011;261:957–963. https://doi.org/10.4028/www.scientific.net/AMR.261-263.957
Viswanadham B, Phanikumar B, Mukherjee RV. Swelling behaviour of a geofiber-reinforced expansive soil. Geotext Geomembr. 2009;27(1):73–76. https://doi.org/10.1016/j.geotexmem.2008.06.002
Hejazi SM, Sheikhzadeh M, Abtahi SM, Zadhoush A. A simple review of soil reinforcement by using natural and synthetic fibers. Construct Build Mater. 2012;30:100–116. https://doi.org/10.1016/j.conbuildmat.2011.11.045
Mirzababaei M, Miraftab M, Mohamed M, McMahon P. Impact of carpet waste fibre addition on swelling properties of compacted clays. Geotech Geol Eng. 2013;31:173–182. https://doi.org/10.1007/s10706-012-9578-2
Sharma V, Vinayak HK, Marwaha BM. Enhancing compressive strength of soil using natural fibers. Construct Build Mater. 2015;93:943–949. https://doi.org/10.1016/j.conbuildmat.2015.05.065
Naeini SA, Naderinia B, Izadi E. Unconfined compressive strength of clayey soils stabilized with waterborne polymer. KSCE J Civil Eng. 2012;16:943–949. https://doi.org/10.1007/s12205-012-1388-9
Das BM, Sivakugan N. Principles of Foundation Engineering. Cengage Learning; 2018.
Otoko GR. A review of the stabilization of problematic soils. Int J Eng Technol Res. 2014;2(5):1–6.
Ikeagwuani CC, Nwonu DC. Emerging trends in expansive soil stabilisation: a review. J Rock Mechan Geotech Eng. 2019;11(2):423–240. https://doi.org/10.1016/j.jrmge.2018.08.013
Croft J. The influence of soil mineralogical composition on cement stabilization. Geotechnique. 1967;17(2):119–135. https://doi.org/10.1680/geot.1967.17.2.119
Uchikawa H, Uchida S. Influence of pozzolana on the hydration of C3A. Proceedings of the 7th International Congress on the Chemistry of Cement, Sub-Theme IV, Paris, France; 1980.
Kézdi Á. Stabilized Earth Roads. Elsevier; 2016.
Jung C, Bobet A. Post-construction evaluation of lime-treated soils. Joint Transportation Research Program. https://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=1791&context=jtrp. Updated May, 2008. Updated July 20, 2024.
Pei X, Zhang F, Wu W, Liang S. Physicochemical and index properties of loess stabilized with lime and fly ash piles. Appl Clay Sci. 2015;114:77–84. https://doi.org/10.1016/j.clay.2015.05.007
Fang H-Y. Foundation Engineering Handbook. Springer Science & Business Media; 2013.
Wibawa B. Swelling Clay Stabilized with Lime. Civil Engineering Research; 2003.
Cristelo N, Glendinning S, Fernandes L, Pinto AT. Effects of alkaline-activated fly ash and Portland cement on soft soil stabilisation. Acta Geotech. 2013;8:395–405. https://doi.org/10.1007/s11440-012-0200-9
Bose B. Effect of curing period and temperature on characteristics of stabilized expansive soil. Int J Emerg Trends Eng Develop. 2012;4(2):704–713.
Amu O, Fajobi A, Afekhuai S. Stabilizing potential of cement-fly ash mixture on expansive clay Soil. J Technol Educ Niger. 2007;12(2):1–8.
Cokca E. Use of class c fly ashes for the stabilizationof an expansive soil. J Geotech Geoenvironment Eng. 2001;127(7):568–573. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:7(568)
Pandian N, Krishna K. KC, The Pozzolanic effect of fly ash on the CBR behavior of black cotton soil. J Test Evaluat. 2002;31:e16.
Misra A, Biswas D, Upadhyaya S. Physico-mechanical behavior of self-cementing class C fly ash–clay mixtures. Fuel. 2005;84(11):1410–1422. https://doi.org/10.1016/j.fuel.2004.10.018
Singh V, Jain R, Singh V, Jain R. Effect of cement kiln dust (CKD) on engineering properties of black cotton soil. Int J Innov Res Sci Technol. 2015;1(12):86–90.
Jung C, Bobet A, Siddiki NZ, Kim D. Postconstruction evaluation of subgrades chemically treated with lime kiln dust. Journal of materials in Civil Engineering. 2011;23(7):931–940. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000251
Pujari P, Sudeep M. Stabilization of expansive soil using cement kiln dust. Imp J Interdiscip Res. 2016;2:1089–1095.
Devi CR, Surendhar S, Kumar PV, Sivaraja M. Bottom ASH as an additive material for stabilization of expansive soil. Int J Eng Tech. 2018;4(2):174–180.
Negi C, Yadav R, Singhai A. Effect of silica fume on engineering properties of black cotton soil. Int J Comput Eng Res. 2013;3(7):1–6.
Alazigha DP, Indraratna B, Vinod JS, Ezeajugh LE. The swelling behaviour of lignosulfonate-treated expansive soil. Proc Institut Civil Eng-Ground Improv. 2016;169(3):182–193. https://doi.org/10.1680/jgrim.15.00002
Palsule PS. Studying the Behavior of Sodium Lignosulfonate Treated Expansive Soil [dissertation]. Nat Institut Technol Rourk; 2018.
Vakili AH, Kaedi M, Mokhberi M, bin Selamat MR, Salimi M. Treatment of highly dispersive clay by lignosulfonate addition and electroosmosis application. Appl Clay Sci. 2018;152:1–8. https://doi.org/10.1016/j.clay.2017.11.039
Bowles JE. Engineering Properties of Soils and Their Measurement. McGraw-Hill, Inc; 1992.
Badillo AJ, Rodríguez AR. Soil Mechanics. Limusa; 2000.
Hoyos LR, Puppala AJ, Chainuwat P. Dynamic properties of chemically stabilized sulfate rich clay. J Geotech Geoenviron Eng. 2004;130(2):153–162. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:2(153)
Pedarla A, Chittoori S, Puppala AJ. Influence of mineralogy and plasticity index on the stabilization effectiveness of expansive clays. Transpor Res Record. 2011;2212(1):91–99. https://doi.org/10.3141/2212-10
Indraratna B, Mahamud M, Vinod J, Wijeyakulasuriya V. Stabilisation of an erodible soil using a chemical admixture. Proc Ice Ground Improv. 2010;163:43–51.
Tauta JFC, Ortiz OJR, Antolínez CM, Méndez DF. Evaluación de aditivos usados en el tratamiento de arcillas expansivas. Neogranadina Sci Eng. 2006;16(2):45–53. https://doi.org/10.18359/rcin.1232
Chiranjeevi V, Singh K, Kishan D. Soil stabilization by integrating dust particles with calcium lignosulphanate. Prog Phy Geograph Earth Environ. 2024;48(1):60–78. https://doi.org/10.1177/03091333231209157
Ta’Negonbadi B, Noorzad R, Ta’Negonbadi M. Cyclic undrained properties of stabilised expansive clay with lignosulfonate. Geomech Geoeng. 2023;18(4):284–298. https://doi.org/10.1080/17486025.2022.2043455
Petry TM, Armstrong JC. Stabilization of Expansive Clay Soils. Transportation Research Board; 1989.
Wu P, Molenaar A, Houben I. Cement-Bound Road Base Materials [master's thesis]. Delft, The Netherlands: Delft University of Technology; 2011.
Copyright (c) 2024 Aqsa Mayium, Shaukat Ali, Asif Hanif Chaudhry, Nosheen Sial, Muhammad Aslam, Sadaf Hanif, Tariq Mehmood, Ahmad Raza

This work is licensed under a Creative Commons Attribution 4.0 International License.