Chapter
Dec 13, 2018
ASCE India Conference 2017

Nano-Particle Coated Natural Fiber Impregnated Soil as a Sustainable Reinforcement Material

Publication: Urbanization Challenges in Emerging Economies: Resilience and Sustainability of Infrastructure

ABSTRACT

This study explores the usage of sustainable materials in the form of natural fibers for reinforcing and improving the subgrade strength of pavements. In the past, natural fibers possessing suitable bio-chemical properties have been applied for subgrade reinforcement. In the current study, the use of a waste weed, water hyacinth (WH) along with agricultural fibers (jute and coir) have been tested. It is established that the natural fibers have a limited in field-life due to its degradation with time. In order to improve the strength as well as increasing the working life of such natural fibers, attempt was made in the study to chemically coat the natural fiber surface with nanoparticles of ferric hydroxide and aluminum hydroxide. The chemical coating showcased the alteration of the fiber surface and was initially analyzed by field emission scanning electron microscopy (FE-SEM) followed by energy dispersive x-ray (EDX) tests. This study focuses on the short term behavior of nanoparticle coated natural fiber impregnated soil and its use as a sustainable pavement subgrade. Tensile strength as well as moisture absorption test was done for all untreated and treated natural fibers. The impregnation of nanoparticles on the fiber surface resulted in increase of surface roughness of the fiber and further increases the tensile strength of the material. Unconfined compressive strength test was performed to evaluate the improvement in mechanical characteristics of randomly distributed fiber reinforced soil. The increase in compressive strength at varying moisture conditions and its mechanism has been discussed for soil reinforced with treated, untreated fibers; as well as bare soil. The results demonstrate the efficacy of using chemically altered natural fiber in increasing subgrade strength of embankment material as a sustainable infrastructure tool.

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REFERENCES

Álvarez-Mozos, J., Abad, E., Giménez, R., Campo, M. A., Goñi, M., Arive, M., … & Diego, I. (2014). “Evaluation of erosion control geotextiles on steep slopes. Part 1: Effects on runoff and soil loss.” Catena, 118, 168-178.
Anggraini, V., Asadi, A., Farzadnia, N., Jahangirian, H., & Huat, B. B. K. (2016). “Effects of coir fibres modified with Ca (OH) 2 and Mg (OH) 2 nanoparticles on mechanical properties of lime-treated marine clay. “Geosynthetics International, 23(3), 206-218.
Anggraini, V., Asadi, A., Farzadnia, N., Jahangirian, H., & Huat, B. B. (2016). “Reinforcement benefits of nanomodified coir fiber in lime-treated marine clay.” J. Mater in Civil Eng., 28(6), 06016005.
ASTM, D. 1557 (2012). Standard Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort. ASTM, West Conshohocken, Pennsylvania, USA.
ASTM, D2487-11. (2011). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), ASTM International, West Conshohocken, PA.
ASTM, D422,63 (2007). Standard Test Method for Particle-Size Analysis of Soils. ASTM International, West Conshohocken, PA, 2007.
ASTM, D. (2003). Standard test methods for liquid limit, plastic limit, and plasticity index of soils. Annual Book of ASTM Standards, PA, 4(8), 482-593.
ASTM E1755-01 (2015), Standard Method for the Determination of Ash in Biomass, ASTM International, West Conshohocken, PA.
ASTM. (2011). Standard test method for direct shear test of soils under consolidated drained conditions. D3080/D3080M.
ASTM, D. (2003). 2166 (2000) Standard test method for unconfined compressive strength of cohesive soil. Annual book of ASTM Standards, American Society for Testing and Materials, Philadelphia, 4(08).
Bordoloi, S., Kashyap, V., Garg, A., Sreedeep, S., Wei, L., & Andriyas, S. (2018). “Measurement of mechanical characteristics of fiber from a novel invasive weed: A comprehensive comparison with fibers from agricultural crops.” Measurement, 113, 62-70.
Bordoloi, S., Hussain, R., Sen, S., Garg, A., & Sreedeep, S. (2017). “Chemically Altered Natural Fiber Impregnated Soil for Improving Subgrade Strength of Pavements.” Adv. Civil Eng. Mater., 7(2).
Bordoloi, S., Yamsani, S. K., Garg, A., Sreedeep, S., & Borah, S. (2015). “Study on the efficacy of harmful weed species Eicchornia crassipes for soil reinforcement.” Ecological Eng., 85, 218-222.
Chae, J., Kim, B., Park, S. W., & Kato, S. (2010). “Effect of suction on unconfined compressive strength in partly saturated soils.” KSCE J. Civil Eng., 14(3), 281-290.
Gadi, V. K., Bordoloi, S., Garg, A., Kobayashi, Y., & Sahoo, L. (2016). “Improving and correcting unsaturated soil hydraulic properties with plant parameters for agriculture and bioengineered slopes.” Rhizosphere, 1, 58-78.
Gao, S. L., & Mäder, E. (2006). Jute/polypropylene composites I. Effect of matrix modification. Compo. Sci. Technol, 66(7-8), 952-963.
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.
Goering, H. K. (1970). Forage Fiber Analysis. Apparatus, reagents, procedures and some applications. Agric Handbook, 379, 20.
Hejazi, S. M., Sheikhzadeh, M., Abtahi, S. M., & Zadhoush, A. (2012). “A simple review of soil reinforcement by using natural and synthetic fibers.” Construction and building materials, 30, 100-116.
IS-1670, (1991). Determination of Breaking Load and Elongation at Break of Single Strand Textiles and Yarns, Bureau of Indian Standards Publications, New Delhi, India.
Jenkins, S. H. (1930). The determination of cellulose in straws. Biochemical Journal, 24(5), 1428.
Khalil, H. A., Hossain, M. S., Rosamah, E., Azli, N. A., Saddon, N., Davoudpoura, Y., … & Dungani, R. (2015). “The role of soil properties and it’s interaction towards quality plant fiber: A review.” Renewable and Sustainable Energy Reviews, 43, 1006-1015.
Khan, F. S., Azam, S., Raghunandan, M. E., & Clark, R. (2014). “Compressive strength of compacted clay-sand mixes.” Adv. Mater. Sci. Eng., 2014.
Khandanlou, R., Ahmad, M. B., Shameli, K., & Kalantari, K. (2013). “Synthesis and characterization of rice straw/Fe3O4 nanocomposites by a quick precipitation method.” Molecules, 18(6), 6597-6607.
Malik, A. (2007). “Environmental challenge vis a vis opportunity: the case of water hyacinth.” Environ. Int., 33(1), 122-138.
Ramli, R., Khan, M. R., Chowdhury, N. K., Beg, M. D. H., Halim, R. M., Aziz, A. A., … & Zainal, N. H. (2013). “Development of Cu nanoparticle loaded oil palm fibre reinforced nanocomposite.” Adv. Nanoparticles, 2(04), 358.
Rout, J., Misra, M., Tripathy, S. S., Nayak, S. K., & Mohanty, A. K. (2001). “The influence of fibre treatment on the performance of coir-polyester composites.” Compos. Sci. Technol., 61(9), 1303-1310.
Rowell, R.M. and Stout, H.P., Jute and kenaf. (2007).
Sivakumar Babu, G. L., & Vasudevan, A. K. (2008). “Strength and stiffness response of coir fiber-reinforced tropical soil.” J. Mater. civil Eng., 20(9), 571-577.
Subaida, E. A., Chandrakaran, S., & Sankar, N. (2008). “Experimental investigations on tensile and pullout behaviour of woven coir geotextiles.” Geotextiles and Geomembranes, 26(5), 384-392.
Sutherland, R. A., & Ziegler, A. D. (2007). “Effectiveness of coir-based rolled erosion control systems in reducing sediment transport from hillslopes.” Applied Geography, 27(3-4), 150-164.
TAPPI T222 om-88, Acid-Insoluble Lignin in Wood and Pulp, Klason Lignin, TAPPI, Peachtree Corners, GA, 1996.
Wambua, P., Ivens, J., & Verpoest, I. (2003). “Natural fibres: can they replace glass in fibre reinforced plastics?.” Compos. Sci. Technol., 63(9), 1259-1264.
Wang, B., Panigrahi, S., Tabil, L., & Crerar, W. (2007). “Pre-treatment of flax fibers for use in rotationally molded biocomposites.” J. Reinf plast Comp., 26(5), 447-463.
Wu, Y. K., Li, Y. B., & Niu, B. (2014). “Investigation of mechanical properties of randomly distributed sisal fibre reinforced soil.” Mater. Res. Innov., 18(sup2), S2-953.
Zakaria, S., & Kok Poh, L. (2002). “Polystyrene-benzoylated EFB reinforced composites.” Polym-Plast Technol Eng., 41(5), 951-962.

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Published In

Go to Urbanization Challenges in Emerging Economies
Urbanization Challenges in Emerging Economies: Resilience and Sustainability of Infrastructure
Pages: 435 - 444
Editors: Udai P. Singh and G. L. Sivakumar Babu, Indian Institute of Science
ISBN (Online): 978-0-7844-8203-2

History

Published online: Dec 13, 2018

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Authors

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Sanandam Bordoloi [email protected]
Dept. of Civil Engineering, Indian Institute of Technology Guwahati, India. E-mail: [email protected]
Deepak Patwa [email protected]
Dept. of Civil Engineering, Indian Institute of Technology Guwahati, India. E-mail: [email protected]
Rojimul Hussain [email protected]
Dept. of Civil Engineering, Indian Institute of Technology Guwahati, India. E-mail: [email protected]
Dept. of Civil and Environmental Engineering, Shantou Univ., China. E-mail: [email protected]
S. Sreedeep [email protected]
Dept. of Civil Engineering, Indian Institute of Technology Guwahati, India. E-mail: [email protected]

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