Abstract
Using traditional materials to improve the permeability of silty soils can cause irreversible damage to the environment. Therefore, it is necessary to develop environmentally friendly biopolymers, such as xanthan gum (XG), to replace traditional materials to improve resistance to water erosion by reducing the permeability coefficient. In this study, a series of permeability tests and scanning electron microscope (SEM) tests were conducted on xanthan gum-improved silty soil (XGS). The variations in the permeability coefficient of XG-improved silty soil and the effects of initial dry density, XG-soil ratio, and curing age on the permeability were investigated. Test results show that the permeability coefficient of XGS decreased with the increase of initial dry density, XG-soil ratio, and curing age. With increasing the initial dry density, soil particles compressed against each other, decreasing the actual water flow crossing area, which leads to a decrease in the permeability coefficient. With the increase of the XG-soil ratio, the fill-blocking effect of xanthan gum with hydrogel connections becomes more and more obvious, which leads to a reduction in the permeability coefficient. Xanthan gum hydration takes time, and a lot of crystals are produced in XGS as the curing age increases; these crystals fill larger pores, resulting in the permeability coefficient decrease. At last, a model was developed to predict the permeability coefficient of XG-improved silty soil by using the initial dry density, XG-soil ratio, and curing age. The model can be used to rapidly predict the permeability coefficient of the improved silty soil under different conditions. This research can provide a scientific basis for the safe and scientific application of xanthan gum in seepage damage control and prevention projects.
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References
Ali FC, Mohammed HA, Mohammed MK (2018) Geotechnical properties of a low-plasticity clay with biopolymer. J Mater Civ Eng 30(8):04018170. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002380
Berkane HA, Della N, Benziane M (2022) Laboratory investigation on the effect of a combination of xanthan gum and clay on the behavior of sandy soil. Innovative Infrastructure Solutions 7(4):269. https://doi.org/10.1007/s41062-022-00867-z
Bouazza A, Gates WP, Ranjith PG (2009) Hydraulic conductivity of biopolymer-treated silty sand. Géotechnique 59(1):71–72. https://doi.org/10.1680/geot.2007.00137
Cabalar AF, Wiszniewski M, Skutnik Z (2017) Effects of xanthan gum biopolymer on the permeability, odometer, unconfined compressive and triaxial shear behavior of a sand. Soil Mech Found Eng 54(5):356–361. https://doi.org/10.1007/s11204-017-9481-1
Cabalar AF, Awraheem MH, Khalaf MM (2018) Geotechnical properties of a low-plasticity clay with biopolymer. J Mater Civ Eng 30(8):4018170. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002380
Cambefort H (1977) The principles and applications of grouting. Q J Eng Geol 10(2):57–95. https://doi.org/10.1144/GSL.QJEG.1977.010.02.01
Chang I, Im J, Prasidhi AK, Cho G-C (2015a) Effects of xanthan gum biopolymer on soil strengthening. Constr Build Mater 74:65–72. https://doi.org/10.1016/j.conbuildmat.2014.10.026
Chang I, Prasidhi AK, Im J, Cho G-C (2015b) Soil strengthening using thermo-gelation biopolymers. Constr Build Mater 77:430–438. https://doi.org/10.1016/j.conbuildmat.2014.12.116
Chang I, Im J, Cho G-C (2016) Introduction of microbial biopolymers in soil treatment for future environmentally-friendly and sustainable geotechnical engineering. Sustainability 8(3):251. https://doi.org/10.3390/su8030251
Chang I, Lee M, Lee S (2020) Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices. Transp Geotechnics 24:100385. https://doi.org/10.1016/j.trgeo.2020.100385
Chen CH, Wu L, Perdjon M, Huang XY, Peng YX (2019) The drying effect on xanthan gum biopolymer treated sandy soil shear strength. Constr Build Mater 197:271–279. https://doi.org/10.1016/j.conbuildmat.2018.11.120
China (2019) Ministry of Water Resources of the Peoples Republic of China. GB/T 50123 – 2019 Standard for geotechnical testing method[S]. Beijing: China Planning Press, 2019. Beijing: China Planning Press
Chupin O, Saiyouri N, Hicher P-Y (2008) The effects of filtration on the injection of cement-based grouts in sand columns. Transp Porous Media 72(2):227–240. https://doi.org/10.1007/s11242-007-9146-z
Delage P, Tessier D, Marcel-Audiguier M (1982) Use of the Cryoscan apparatus for observation of freeze-fractured planes of a sensitive Quebec clay in scanning electron microscopy. Can Geotech J 19(1):111–114. https://doi.org/10.1139/t82-011
Du X, Fang H, Wang S, Xue B, Wang F (2021) Experimental and practical investigation of the sealing efficiency of cement grouting in tortuous fractures with flowing water. Tunn Undergr Space Technol 108:103693. https://doi.org/10.1016/j.tust.2020.103693
Edens RE (2005) Polysaccharides: Structural Diversity and Functional Versatility, 2nd ed Edited by Severian Dumitriu (University of Sherbrooke, Quebec). Marcel Dekker: New York. 2005. xviii + 1204 pp. $269.95. ISBN 0-8247-5480-8. Journal of the American Chemical Society, 127(28): 10119–10119. https://doi.org/10.1021/ja0410486
Fatehi H, Ong DEL, Yu J, Chang I (2021) Biopolymers as green binders for soil improvement in geotechnical applications: a review. Geosciences 11(7):291. https://doi.org/10.3390/geosciences11070291
Fox D, Bryan RB (1992) Influence of a polyacrylamide soil conditioner on runoff generation and soil erosion: field tests in Baringo District, Kenya. Soil Technol 5(2):101–119. https://doi.org/10.1016/0933-3630(92)90012-P
Ilman B, Balkis AP (2023) Sustainable biopolymer stabilized earthen: utilization of chitosan biopolymer on mechanical, durability, and microstructural properties. J Building Eng 76:107220. https://doi.org/10.1016/j.jobe.2023.107220
Im J, Tran An TP, Chang I, Cho G-C (2017) Dynamic properties of gel-type biopolymer-treated sands evaluated by Resonant Column (RC) tests. Geomech Eng 12(5):815–830. https://doi.org/10.12989/gae.2017.12.5.815
Imad U, Usama K, Zia UR, Mudassar MS, Inamullah K, Nauman I (2023) Integrated recycling of geopolymerized quarry dust and bagasse ash with facemasks for the balanced amelioration of the fat clay: a multi–waste solution. Environ Earth Sci 82:516. https://doi.org/10.1007/s12665-023-11219-0
Lee M, Im J, Cho G-C, Ryu HH, Chang I (2021) Interfacial shearing behavior along xanthan gum biopolymer-treated sand and solid interfaces and its meaning in geotechnical engineering aspects. Appl Sci 11(1):139. https://doi.org/10.3390/app11010139
Mendonça A, Morais PV, Pires AC, Chung AP, Oliveira PV (2021) A review on the importance of microbial biopolymers such as xanthan gum to improve soil properties. Appl Sci 11(1):170. https://doi.org/10.3390/app11010170
Mollamahmutoglu M, Avci E (2021) Strength and permeability of boric acid-tempered ultrafine cement grouted sand. Constr Build Mater 284:122812. https://doi.org/10.1016/j.conbuildmat.2021.122812
Muguda S, Booth SJ, Hughes PN, Augarde CE, Perlot C, Bruno AW, Gallipoli DG (2017) Mechanical properties of biopolymer-stabilized soil-based construction materials. Géotechnique Lett 7(4):309–314. https://doi.org/10.1680/jgele.17.00081
Muguda S, Lucas G, Hughes P.N, Augarde CE, Perlot C (2020) Durability and hygroscopic behaviour of biopolymer stabilized earthen construction materials. Constr Build Mater 259:119725. https://doi.org/10.1016/j.conbuildmat.2020.119725
Muhammad H, Zhihong N, Mubashir A, Nauman I, Zain I, Zia UR (2022) Strengthening potential of xanthan gum biopolymer in stabilizing weak subgrade soil. Clean Technol Environ Policy 24:2719–2738. https://doi.org/10.1007/s10098-022-02347-5
Nauman I, Weimin Y, Zia UR, Fuchu D, Zain I (2021) Numerical study on stability of lignosulphonate-based stabilized surficial layer of unsaturated expansive soil slope considering hydro-mechanical effect. Transp Geotechnics 32:100697. https://doi.org/10.1016/j.trgeo.2021.100697
Nauman I, Weimin Y, Zia UR, Zain I, Muhammad FJ (2022) New binary paper/wood industry waste blend for solidification/stabilisation of problematic soil subgrade: macro-micro study. Road Mater Pavement Des 24(5):1215–1232. https://doi.org/10.1080/14680629.2022.2064905
Nguyen V-H, Remond S, Gallias J-L (2011) Influence of cement grouts composition on the rheological behaviour. Cem Concr Res 41(3):292–300. https://doi.org/10.1016/j.cemconres.2010.11.015
Palapparambil SG, Debajyoti R, Prafulla KS (2009) Characteristics of xanthan gum-based biodegradable superporous hydrogel. 45(4):364–371. https://doi.org/10.1016/j.ijbiomac.2009.07.007
Peng F, Sun DA, Yao YP, Tan YZ (2024) Effect of granular structure and initial suction on shear strength of GMZ bentonite for deep geological disposal. Appl Clay Sci 249:107249. https://doi.org/10.1016/j.clay.2023.107249
Qureshi M, Chang I, AlSadarani K (2017) Strength and durability characteristics of biopolymer-treated desert sand. Geomech Eng 12. https://doi.org/10.12989/gae.2017.12.5.785
Subramani AK, Sujatha ER (2021) An appraisal of the hydro-mechanical behaviour of polysaccharides, xanthan gum, guar gum and β-glucan amended soil. Carbohydr Polym 265:118083. https://doi.org/10.1016/j.carbpol.2021.118083
Sujatha ER, Atchaya S, Sivasaran A, Keerdthe RS (2021) Enhancing the geotechnical properties of soil using xanthan gum an eco-friendly alternative to traditional stabilizers. Bull Eng Geol Environ 80(2):1157–1167. https://doi.org/10.1007/s10064-020-02010-7
Wang L, Li X, Cheng Y, Zhang Y, Bai X (2018) Effects of coal-bearing metakaolin on the compressive strength and permeability of cemented silty soil and mechanisms. Constr Build Mater 186:174–181. https://doi.org/10.1016/j.conbuildmat.2018.07.057
Wang Z, Yang L, Sun N (2019) Research on optimal design of slope anti-seepage. IOP Conference Series: Earth and Environmental Science, 304(4). https://doi.org/10.1088/1755-1315/304/4/042041
Wang SW, Zhao XX, Zhang JR, Jiang T, Wang SK, Zhao JD, Meng ZH (2023) Water retention characteristics and vegetation growth of biopolymer-treated silt soils. Soil Tillage Res 225(1):105544. https://doi.org/10.1016/j.still.2022.105544
Yeong-Man K, Jun-Ho M, Gye-Chun C, Young-Uk K, Ilhan C (2023) Xanthan gum biopolymer-based soil treatment as a construction material to mitigate internal erosion of earthen embankment: a field-scale. Constr Build Mater 389:131716. https://doi.org/10.1016/j.conbuildmat.2014.10.026
Yu DJ, Huang QB, Kang XS, Liu Y, Chen X, Xie QY, Guo ZY (2023) The unsaturated seepage process and mechanism of internal interfaces in loess-filled slopes during intermittent rainfall. J Hydrol 619:129317. https://doi.org/10.1016/j.jhydrol.2023.129317
Zhang JR, Meng ZH, Jiang T, Wang SK, Zhao JD, Zhao XX (2022) Experimental study on the shear strength of silt treated by xanthan gum during the wetting process. Appl Sci 12(12):6053. https://doi.org/10.3390/app12126053
Zhou Z, Du X, Wang S, Zang H (2018) Analysis and engineering application investigation of multiple-hole grouting injections into porous media considering filtration effects. Constr Build Mater 186:871–883. https://doi.org/10.1016/j.conbuildmat.2018.08.005
Zhou C, So PS, Chen XW (2020) A water retention model considering biopolymer-soil interactions. J Hydrol 586:124874. https://doi.org/10.1016/j.jhydrol.2020.124874
Zia UR, Usama K (2022) Optimization of COVID–19 face mask waste fibers and silica fume as a balanced mechanical ameliorator of fat clay using response surface methodology. Environ Sci Pollut Res 29:17001–17016. https://doi.org/10.1007/s11356-021-16912-w
Zia UR, Nauman I, Weimin Y, Zain I (2023) Design optimization and statistical modeling of recycled waste–based additive for a variety of construction scenarios on heaving ground. Environ Sci Pollut Res 30:39783–39802. https://doi.org/10.1007/s11356-022-24853-1
Funding
This work was supported by the National Natural Science Foundation of China (41602295, 42090052), the Foundation for University Key Teachers by the Ministry of Education of Henan Province (2020GGJS-094), the Postgraduate Education Reform and Quality Improvement Project of Henan Province (YJS2023AL004), the Graduate innovation project of North China University of Water Resources and Electric Power (NCWUYC-2023036), and the China Scholarship Fund organized by the China Scholarship Council (202208410337).
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Zhang, J., Cheng, Y., Liu, J. et al. Permeability of xanthan gum-improved silty soil and its prediction model. Bull Eng Geol Environ 83, 130 (2024). https://doi.org/10.1007/s10064-024-03639-4
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DOI: https://doi.org/10.1007/s10064-024-03639-4