A Comparative Study on Compressive Strength & Shear Strength parameter of Clayey Sand Soil Reinforced with randomly dispersed natural fibers

Ibtihal, Shah Aymaan; Karim, Dewan Ifran

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dc.contributor.author	Ibtihal, Shah Aymaan
dc.contributor.author	Karim, Dewan Ifran
dc.date.accessioned	2022-04-06T02:38:22Z
dc.date.available	2022-04-06T02:38:22Z
dc.date.issued	2021-03-30
dc.identifier.citation	Al Adili, A., Azzam, R., Spagnoli, G., & Schrader, J. (2012). Strength of soil reinforced with fiber materials (Papyrus). Soil Mechanics and Foundation Engineering, 48(6), 241–247. https://doi.org/10.1007/s11204-012-9154-z Das, B. M. (2010). Principles of geotechnical engineering. Thomson. Diambra, A., & Ibraim, E. (2015). Fibre-reinforced sand: Interaction at the fibre and grain scale. Géotechnique, 65(4), 296–308. https://doi.org/10.1680/geot.14.P.206 Ghavami, K., Toledo Filho, R. D., & Barbosa, N. P. (1999). Behaviour of composite soil reinforced with natural fibres. Cement and Concrete Composites, 21(1), 39–48. https://doi.org/10.1016/S0958-9465(98)00033-X Harianto, T., Hayashi, S., Du, Y. J., & Suetsugu, D. (2009). Experimental Investigation on Strength and Mechanical Behavior of Compacted Soil-fiber Mixtures. In G. Li, Y. Chen, & X. Tang (Eds.), Geosynthetics in Civil and Environmental Engineering (pp. 392–397). Springer Berlin Heidelberg. https://doi.org/10.1007/978-3-540-69313-0_75 Kandan, A. M., & Rajakumar, S. (n.d.). A Review On Natural Fiber And Its Characteristics. Industrial Engineering Journal, 12. Pujari, S. (2013). Comparison of Jute and Banana Fiber Composites: A Review. International Journal of Current Engineering and Technology, 2(2), 121–126. https://doi.org/10.14741/ijcet/spl.2.2014.22 Sangian, H. F., & Widjaja, A. (2018). The Effect of Alkaline Concentration on Coconut Husk Crystallinity and the Yield of Sugars Released. IOP Conference Series: Materials Science and Engineering, 306, 012046. https://doi.org/10.1088/1757-899X/306/1/012046 Sathishkumar, T., Naveen, J., & Satheeshkumar, S. (2014). Hybrid fiber reinforced polymer composites – a review. Journal of Reinforced Plastics and Composites, 33(5), 454–471. https://doi.org/10.1177/0731684413516393 50 \| P a g e Singh Dhaliwal, J. (2020). Natural Fibers: Applications. In M. Abbas & H.-Y. Jeon (Eds.), Generation, Development and Modifications of Natural Fibers. IntechOpen. https://doi.org/10.5772/intechopen.86884 Yu, T., Li, Y., & Ren, J. (2009). Preparation and properties of short natural fiber reinforced poly(lactic acid) composites. Transactions of Nonferrous Metals Society of China, 19, s651–s655. https://doi.org/10.1016/S1003-6326(10)60126-4 Yusriah, L., Sapuan, S. M., Zainudin, E. S., & Mariatti, M. (2012). Exploring the Potential of Betel Nut Husk Fiber as Reinforcement in Polymer Composites: Effect of Fiber Maturity. Procedia Chemistry, 4, 87–94. https://doi.org/10.1016/j.proche.2012.06.013	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/1304
dc.description	Supervised by Ms. Farnia Nayar Parshi Assistant Professor, Department of Civil and Environmental Engineering, Islamic University of Technology (IUT) Boardbazar, Gazipur-1704.	en_US
dc.description.abstract	Composite materials have been widely used in a variety of applications over the last few decades. Many varieties of natural fibers have been studied for use in geotechnical and construction applications. Among them, Arecaceae family fibers are rich in lignin which constituent of fiber increases the water holding capacity and strength of the composite. The objectives of this research are to compare the effects of different amounts of short Arecaceae family fibers (Coconut, Betel Nut, Toddy Palm) on the geotechnical properties of clayey sand soil in a specific experimental setting. In terms of the dry weight of soil, samples with 0, 0.5, and 1 wt% fiber were analyzed. Unconfined Compressive Strength, Direct Shear test was conducted on the samples. Each fiber improved the ductility and shear parameters of the composite. 1% of betel nut fiber has the best result in compressive strength with increased ultimate strength. For shear strength, 1% of coconut fiber gave the best outcome. Toddy Palm and Coconut fiber both alter the composite to e denser state.	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environment Engineering, Islamic University of Technology(IUT), Board Bazar, Gazipur, Bangladesh	en_US
dc.title	A Comparative Study on Compressive Strength & Shear Strength parameter of Clayey Sand Soil Reinforced with randomly dispersed natural fibers	en_US
dc.type	Thesis	en_US