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Experimental Study on the Durability of Red Clay Modified by Plant Fiber

DOI: 10.4236/oalib.1111970, PP. 1-10

Subject Areas: Civil Engineering

Keywords: Red Clay, Plant Fiber, Mechanical Properties, Time Effect, Durability

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Abstract

In order to study the influence of time on the mechanical properties of red clay improved by plant fiber, the red clay in Guilin was taken as the research object. Three kinds of plant fibers, lignin, coir and ramie, were mixed into red clay respectively. The shear strength index and unconfined compressive strength of red clay improved by plant fibers at different curing ages were analyzed through indoor direct shear test and unconfined compressive strength test. The test results show that the shear strength index and unconfined compressive strength of red clay improved by plant fiber decrease with the increase of curing age. The effect of ramie on improving the mechanical properties of red clay is worse than that of coir on improving the mechanical properties of red clay, but its durability is better than that of coir on improving red clay. Lignin has the worst effect in improving the mechanical properties of red clay and has poor durability. When considering the durability of plant fiber improved red clay in engineering, ramie can be used as the optimal plant fiber to improve red clay. The above research results are of great significance in providing reference for engineering construction and red clay improvement in red clay areas.

Cite this paper

Wei, Z. , Li, Y. , Lin, Z. , Zhou, B. and Yang, B. (2024). Experimental Study on the Durability of Red Clay Modified by Plant Fiber. Open Access Library Journal, 11, e1970. doi: http://dx.doi.org/10.4236/oalib.1111970.

References

[1]  Meng, G.L., Liu, Z.K. and Lei, Y. (2014) Research Status and Trend of Red Clay. Subgrade Engineering, 4, 7-11.
[2]  Liu, S.Q., Sun, H., Feng, W.Q., et al. (2015) Experimental Study on Mechanical Properties of Wood Fiber Reinforced Soil. Engineering Construction, 47, 17-20.
[3]  Ceylan, H., Gopalakrishnan, K. and Kim, S. (2010) Soil Stabilization with Bioenergy Coproduct. Journal of the Transportation Research Board, 2186, 130-137.
https://doi.org/10.3141/2186-14
[4]  Tingle, J.S. and Santoni, R.L. (2003) Stabilization of Clay Soils with Nontraditional Additives. Transportation Research Record: Journal of the Transportation Research Board, 1819, 72-84. https://doi.org/10.3141/1819b-10
[5]  Vinod, J.S., Indraratna, B. and Mahamud, M.A.A. (2010) Stabilisation of an Erodible Soil Using a Chemical Admixture. Proceedings of the Institution of Civil Engineers-Ground Improvement, 163, 43-51. https://doi.org/10.1680/grim.2010.163.1.43
[6]  Dong, J., Chen, J., Wu, Z.H., et al. (2019) Experimental Study on the Shear Strength and Deformation Characteristics of Lignin-Fiber Red Clay. Journal of Geomechanics, 25, 421-427.
[7]  Chen, X.J, Ding, X., Song, Y., et al. (2021) Effects of Lignin on Physical and Mechanical Properties of Red Clay. Science Technology and Engineering, 21, 5922-5928.
[8]  Yang, J.F., Chen, A.J., Zheng, W.Z., et al. (2022) Analysis on Fracture Characteristics of Red Clay Modified with Brown Silk. Northwest Hydropower, 196, 52-56.
[9]  Wang, J.X. and Zuo, H.F. (2020) Performance and Application of Coconut Shell Fiber and Coconut Carbon Fiber. Progress in Textile Science & Technology, 229, 5-7.
[10]  Su, S. and Lei, S.Y. (2020) Experimental Study on Tensile and Compressive Properties of Palm Fiber Loess. China Sciencepaper, 15, 1391-1394 1416.
[11]  Li, L.Y., Ma, W.D. and Gao, B.Z. (2020) Mechanical Properties of Red Clay Reinforced with Natural Coir Fiber. Journal of Hainan University (Natural Science), 38, 304-308.
[12]  Qin, W.S, Li, G.F., Hu, W., et al. (2017) Study on Coir Fibre-Reinforced Soil by Triaxial Test. Science Technology and Engineering, 17, 272-276.
[13]  The Ministry of Water Resources of the People’s Republic of China (2019) Geotechnical Test Method Standard: GB/T 50123-2019. China Planning Publishing House.

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