Chapter
Dec 13, 2018
ASCE India Conference 2017

Experimental Investigation on Durability of Soil Reinforced with Sustainable Fibers Subjected to Wet-Dry Cycles

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

ABSTRACT

Sustainable infrastructure plays vital role in overall growth of any country. It includes economical and environmental friendly methods of construction. The intent of the present study is to analyze some geotechnical properties including durability of soil reinforced with locally available fibers. The types of fibers utilized for the present investigation at 1.25% of soil dry weight, are agricultural waste fibers (straw, coir), and industrial waste fibers (shredded tire rubber). Some characterization tests including SPT, UCS, and a wet-dry cycle test, which is simply wet-dry durability test, as adopted from literature were conducted. Results obtained with reinforced samples were much better. It is concluded that after using these fibers peak compressive strength was increased as well as sudden expansive behavior of soil sample was much reduced.

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REFERENCES

1.
Medero, G.M., Kennedy, J.H., Woodward, P.K., and Banimahd, M. (2010). “Flooding effect on earth walls.” Sustainability, 3: 69-81.
2.
Hejazi, S.M., Sheikhzadeh, M., Abtahi, S.M. and Zadhoush, A. (2012). “A simple review of soil reinforcement by using natural and synthetic fibers.” Construction and Building Materials, 30: 100-116.
3.
Binici, H., Aksogan, O. and Shah, T. (2005). “Investigation of fibre reinforced mud brick as a building material.” Construction and Building Materials, 19: 313-318.
4.
Subaida, A., Chandrakaran, E. and Sankar, N. (2009). “Laboratory performance of unpaved roads reinforced with woven coir.” Geotextiles and Geomembranes, 27(3): 204-210.
5.
Chauhan, S., Mittal, S. and Mohanty, B. (2008). “Performance evaluation of silty sand subgrade reinforced with fly ash and fiber.” Geotextiles and Geomembrane, 26: 429-35.
6.
Sivakumar Babu, G.L. and Vasudevan, A. K. (2008). “Strength and stiffness response of coir fiber-reinforced tropical soil.” Journal of Materials in Civil Engineering, 20(9): 571-577.
7.
Mali, S. and Singh, B. (2014). “Strength behavior of cohesive soils reinforced with fibers.” International Journal of Civil Engineering Research, 5(4): 353-360.
8.
Akbulut, S., Arasan, S. and Kalkan, E. (2007). “Modification of clayey soils using scrap tire rubber and synthetic fibers.” Applied Clay Science, 38: 23-32.
9.
Sellaf, H., Trouzine, H., Hamhami, M. and Asroun, A. (2014). “Geotechnical properties of rubber tires and sediments mixtures.” Engineering, Technology and Applied Science Research, 4(2): 618-624.
10.
Prasad, D. S. V. and Prasada Raju, G. V. R. (2009). “Performance of waste tyre rubber on model flexible pavement.” Journal of Engineering and Applied Sciences, 4(6): 89-92.
11.
Forster, A. M., Medero, G.M., Morton, T. and Buckman, J. (2008). “Traditional cob wall: response to flooding.” Structural Survey, 26(4): 302-321.
12.
Shekhawat, P., Shrivastava, S. and Shrivastava, N. (2016). “Agricultural waste utilization in sustainable and resilient construction.” Proceedings, Recycle 2016, International Conference on Waste Management, IIT Guwahati.
13.
Khattak, M.J. and Alrashidi, M. (2006). “Durability and mechanistic characteristics of fiber reinforced soil-cement mixtures.” The International Journal of Pavement Engineering, 7(1): 53-62.

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Published In

Go to Urbanization Challenges in Emerging Economies
Urbanization Challenges in Emerging Economies: Resilience and Sustainability of Infrastructure
Pages: 234 - 243
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
Published in print: Dec 13, 2018

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Authors

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P. Shekhawat [email protected]
Dept. of Civil Engineering, Malaviya National Institute of Technology, Jaipur 302017, India. E-mail: [email protected]
N. Shrivastava [email protected]
Associate Prof., Dept. of Civil Engineering, Swami Keshvanand Institute of Technology, Management, and Gramothan, Jaipur 302017, India. E-mail: [email protected]
S. Shrivastava [email protected]
Assistant Professor, Dept. of Civil Engineering, Malaviya National Institute of Technology, Jaipur 302017, India. E-mail: [email protected]

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