Abstract
Biochar has been recently explored in regulating swelling of expansive soil. However, those studies were conducted mainly on loose soil (from agricultural perspective), that have much lower density as compared to that in engineered landfill cover/slope cover. Further, the mechanism of swelling suppression in biochars, of different origin (i.e., plant and animal based) is rarely explored. The study aims to investigate swelling suppression mechanism of a compacted expansive soil under influence of plant and animal based biochars. Atterberg limits, free swelling rate as well as one dimensional swell tests on expansive soil were carried out at four different biochar contents (i.e., 0%, 5%, 10% and 15%) and two biochar types (woodchip and pig manure). The results show that: (1) When the biochar type is kept the same, the swelling characteristics of the modified samples decrease significantly with an increase in biochar content. Based on XRD tests, water sensitivity of the expansive soil after modification is obviously reduced due to the contraction of the hydrophilic mineral lattice. However, beyond biochar content of 10%, the effect on swelling characteristics of expansive soil is minimal; (2) Woodchip biochar has a better suppression capacity than pig manure biochar at higher biochar contents (> 5%). SEM tests observed through comparison that the pore development of woodchip biochar greatly outperforms that of pig manure biochar. Hydrophilic minerals of the expansive soil with 10% woodchip biochar had the smallest crystal spacing and the smallest peak area. Adsorption, flocculation and cation exchange between biochar and clay particles limited the water entering the soil and reduced the thickness of the diffused double layer. Hence, it reduced swelling ability of expansive soil.
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Chen, F.H.: Foundations on expansive soils. Elsevier, Amsterdam (2012)
Nelson, J.D., Chao, K.C., Overton, D.D., Nelson, E.J.: Foundation engineering for expansive soil. Wiley, Hoboken (2015)
Chu, Y., Liu, S.Y., Bate, B., Xu, L.: Evaluation on expansive performance of the expansive soil using electrical responses. J. Appl. Geophys. 148, 265–271 (2018)
Kumar, T.A., Robinson, R.G., Thyagaraj, T.: Distress of an industrial building constructed on an expansive soil: a case study from India. Proc. Inst. Civil Eng. Forens. Eng. 171, 121–126 (2018)
Lehmann, J., Joseph, S.: Biochar for environmental management: science and technology. Earthscan 29, 67–84 (2009)
Lehmann, J.: Bio-energy in the black. Front. Ecol. Environ. 5, 381–387 (2007)
Jeffery, S., Verheijen, F.G.A., Veldt, M.V.D.: A quantitative review of the effects of biochar application to soils on crop productivity using meta-analysis. Agr. Ecosyst. Environ. 144, 175–187 (2011)
Chan, K.Y., Zwieten, V.L., Meszaros, I.: Agronomic value of greenwaste biochar as a soil amendment. Aust. J. Soil. 45, 629–634 (2007)
Yadav, V., Karak, T., Singh, S., Singh, A.K., Khare, P.: Benefts of biochar over other organic amendments: responses for plant productivity (Pelargonium graveolens L.) and nitrogen and phosphorus losses. Ind. Crops Prod. 131, 96–105 (2019)
Nelson, J., Miller, D.J.: Expansive soils: problems and practice in foundation and pavement engineering. Wiley, New York (1997)
Saride, S., Chikyala, S.R., Puppala, A.J., Harris, P.J.: Effect of organics on stabilized expansive subgrade soils. GeoShanghai Int. Conf. 2010(1), 155–164 (2010)
Garg, A., Huang, S., Kushvaha, V., Madhushri, P., Kamchoom, V., Wani, I., Koshy, N., Zhu, H.H.: Mechanism of biochar soil pore-gas-water interaction: gas properties of biochar-amended sandy soil at different degrees of compaction using KNN modeling. Acta Geophys. 1, 1–11 (2019)
Wang, H., Garg, A., Huang, S., Mei, G.X.: Mechanism of compacted biochar-amended expansive clay subjected to drying-wetting cycles: simultaneous investigation of hydraulic and mechanical properties. Acta Geophys. 36, 1–13 (2020)
Zong, Y., Chen, D., Lu, S.: Impact of biochar on swell–shrinkage behavior, mechanical strength and surface cracking of clayey soil. J. Plant Nutr. Soil Sci. 177, 920–926 (2014)
Lu, S.G., Sun, F.F., Zong, Y.T.: Effect of rice husk biochar and coal fly ash on some physical properties of expansive soiley soil (Vertisol). CATENA 114, 37–44 (2014)
Wen, M., Zheng, J.Y.: Effects of different sizes of biochar and their addition rates on soil shrinkage characteristics. J. Soil Water Conserv. 19, 46–51 (2012)
Sun, F.F., Lu, S.G.: Biochars improve aggregate stability, water retention, and pore-space properties of clayey soil. J. Plant Nutr. Soil Sci. 177, 26–33 (2014)
Reddy, K.R., Yaghoubi, P., Yukselen-Aksoym, Y.: Effects of biochar amendment on geotechnical properties of landfill cover soil. Waste Manage. Res. 33, 524–532 (2015)
Ng, C.W.W., Ni, J.J., Leung, A.K.: The effects of plant growth and spacing on soil hydrological changes: a field study. Géotechnique 1, 1–41 (2019)
GuhaRay, A., GuoXiong, M., Sarkar, A., Bordoloi, S., Garg, A., Pattanayak, S.: Geotechnical and chemical characterization of expansive clayey soil amended by biochar derived from invasive weed species Prosopis juliflora. Innov. Infrastr. Solut. 4, 1–10 (2019)
Kumar, H., Ganesan, S.P., Bordoloi, S., Sreedeep, S., Lin, P., Mei, G., Sarmah, A.K.: Erodibility assessment of compacted biochar amended soil for geo-environmental applications. Sci. Total Environ. 672, 698–707 (2019)
Du, Y.J., Li, S.L., Hayashi, S.: Swelling–shrinkage properties and soil improvement of compacted expansive soil, Ning-Liang Highway, China. Eng. Geol. 53, 351–358 (1999)
Whittig, L.D., Allardice, W.R.: X-ray diffraction techniques. Methods of soil analysis. Part 1. Phys. Mineral. Methods 1, 33–62 (1986)
Mitchell, J.K., Soga, K.: Fundamentals of Soil Behavior. Wiley, New York (2005)
Wei, C., Gao, W., Whalley, W.R., Li, B.: Shrinkage characteristics of lime concretion black soil as affected by biochar amendment. Pedosphere. 28, 713–725 (2018)
Yaghoubi, P.: Development of Biochar-Amended Landfill Cover for Landfill Gas Mitigation. University of Illinois, Chicago (2012)
Holtz, W.G., Gibbs, H.J.: Triaxial shear tests on pervious gravelly soils. J. Soil Mech. Found. Div. 82(1), 1–22 (1956)
Sridharan, A., Prakash, K.: Classification procedures for expansive soils. Proc. Inst. Civil Eng. Geotech. Eng. 143, 235–240 (2000)
Wu, W., Gieser, R.F., Van Oss, C.J.: Stability versus flocculation of particle suspensions in water—correlation with the extended DLVO approach for aqueous systems, compared with classical DLVO theory. Colloids Surf. B 14, 47–55 (1999)
Kibria, G., Hossain, S., Alam, Z.: A statistical model based on experimental results: correlating electrical resistivity with geotechnical properties of clayey soils. In: Transportation Research Board 93rd Annual Meeting, vol. 14, pp. 17–22 (2014)
Soltani, A., Taheri, A., Khatibi, M., Estabragh, A.R.: Swelling potential of a stabilized expansive soil: a comparative experimental study. Geotech. Geol. Eng. 35, 1717–1744 (2017)
Rauch, A.F., Katz, L.E., Liljestrand, H.M.: An analysis of the mechanisms and efficacy of three liquid chemical soil stabilizers. Federal Highway Administration, No. 1, Austin, TX (2003)
Alazigha, D.P., Indraratna, B., Vinod, J.S., Heitor, A.: Mechanisms of stabilization of expansive soil with lignosulfonate admixture. Transport. Geotech. 14, 81–92 (2018)
Ajayia, A.E., Holthusen, D., Horn, R.: Changes in microstructural behaviour and hydraulic functions of biochar amended soils. Soil Tillage Res. 155, 166–175 (2016)
Alazigha, D.P.: The efficacy of lignosulfonate in controlling the swell potential of expansive soil and its stabilization mechanisms. University of Wollongong, New South Wales (2015)
Grim, R.F.: Clay Mineralogy. McGraw Hill, New York (1953)
Kumar, H., Cai, W., Lai, J., Chen, P., Ganesan, S.P., Bordoloi, S., Liu, X., Wen, Y., Garg, A., Mei, G.: Influence of in-house produced biochars on cracks and retained water during drying-wetting cycles: comparison between conventional plant, animal, and nano-biochars. J. Soils Sediments 1, 1–14 (2020)
Funding
This work was supported by the National Natural Science Foundation of China (Grant Nos. 51578164 and 51878185) and Innovative Research Team Program of Guangxi Natural Science Foundation (Grant No. 2016GXNSFGA380008).
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Pan, Z., Garg, A., Huang, S. et al. Swelling Suppression Mechanism of Compacted Expansive Soil Amended with Animal and Plant Based Biochar. Waste Biomass Valor 12, 2653–2664 (2021). https://doi.org/10.1007/s12649-020-01172-5
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DOI: https://doi.org/10.1007/s12649-020-01172-5