Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Strength of Model Footing Resting on Treated Coir Mat Reinforced Sand

Publication: Geo-Congress 2019: Foundations (GSP 307)

ABSTRACT

The natural fibers are cheap compared to synthetic fibers. On the other hand synthetic fibers are costly, though they last for long term but may pose environmental problems. However, the drawback of natural fibers is that it undergoes biodegradation. Even though coir fiber is durable for 8 to 10 years, treatment can be imparted to increase their durability by reducing water absorption of coir fibers. Sodium hydroxide based treatment used to treat the surface of the coir mat reduced the water absorption of coir mat by 35% compared to untreated coir mat. Model footing test were conducted using treated coir mat as reinforcement in sand to evaluate bearing capacity and settlement. Based on the above experimental investigation, it was found that the alkali treated coir mat showed significant improvement in bearing capacity in the range of increase varying from 8% to 10% in comparison to untreated coir mat reinforced sand.

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REFERENCES

Babu, GLS, Vasudevan, AK (2008), “Strength and stiffness response of coir fibre reinforced tropical soil”, Journal of Materials in Civil Engineering, 20(9), 571–577.
Babu, GLS, Choksey, S (2010) “Model for analysis of fibre-reinforced clayey soil”, Geomechanics and Geo engineering: An International Journal, 5(4), 277–285, DOI.
Binquet, J and Lee, K.L. (1975) “Bearing capacity tests on reinforced earth slabs” Journal of Geotechnical Engineering, ASCE, 101(12), 1241–1255.
Dasaka, SM, Sumesh, KS, (2011) “Effect of coir fibre on the stress–strain behavior of a reconstituted fine-grained soil”, Journal of Natural Fibres, 8(3), 189–204, DOI
Mwasha, PA, (2009) “Coir fibre: a sustainable engineering material for the Caribbean environment”, The College of the Bahamas Research Journal, 15, 36–44
Dutta, RK, Khatri, VN, Gayathri, V (2012) “Effect of addition of treated coir fibres on the compression behaviour of clay”, Jordan Journal of Civil Engineering, 6(4), 476–488.
Madhavi Latha, G, Amit Somwanshi, (2009) “Bearing capacity of square footings on geosynthetic reinforced sand’, Geotextiles and Geomembranes, 27(4):281–294.
Prasad, SV, Pavithran, C, Rohatgi, PK, (1983) “Alkali treatment of coir fibres for coir-polyester composites” Journal of Materials Science, 18(5), 1443- 1454, DOI.
Rao, G.V., R.K. Dutta and D. Ujwala, (2006) “Strength Characteristics of Sand Reinforced with Coir Fibers and Coir Geotextiles”, Electronic Journal of Geotechnical Engineering, 11, 1–12.
Rao, G.V., Dutta, RK, Damarashetty, U, (2005), “Strength characteristics of sand reinforced with coir fibres and coir geotextiles”, Electronic Journal of Geotechnical Engineering, 10(G),1–12.
Rao, G.V., Balan, K., (2000) “Coir geotextiles - emerging trends”, Kerala State Coir Corporation Limited, Alappuzha; Kerala, India.
Rao, G.V, R.K. Dutta and D. Ujwala, (2006) “Strength Characteristics of Sand Reinforced with Coir Fibers and Coir Geotextiles”, Electronic Journal of Geotechnical Engineering, 11, 1–12.
Sitharam, T.G and Sireesh, S., (2004). “Model studies of embedded circular footing on geogrid -reinforced sand beds”, Ground Improvement, 8(2), 69–75.
Sitharam, T.G and Sireesh, S. (2004) “Model studies of embedded circular footing on geogrid -reinforced sand beds” Ground Improvement, 8(2), 69–75.
Sivakumar Babu, G.L. and A.K. Vasudevan, (2008a) “Strength and Stiffness Response of Coir Fiber-Reinforced Tropical Soil”, Journal of Materials in Civil Engineering, 20(9), ASCE, 571–577.
Sivakumar Babu, G.L. and A.K. Vasudevan (2008b) “Seepage Velocity and Piping Resistance of Coir Fiber Mixed Soils”, Journal of Irrigation and Drainage Engineering, 134(4), ASCE, 485–492.
R. Sridhar and Dr. M.T. Prathapkumar (2017) “Comparison on Shear Strength of Coir Mat and Coir Fiber Reinforced Sand”, Electronic Journal of Geotechnical Engineering, 22.03, 1015–1023.
Vinod, P., Ajitha B. Bhaskar, Sreehari, S. (2009). “Behaviour of a square model footing on loose sand reinforced with braided coir rope”, Journal of Geotextiles and Geomembranes, 27(6): 464–474.

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Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Foundations (GSP 307)
Pages: 435 - 443
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8209-4

History

Published online: Mar 21, 2019
Published in print: Mar 21, 2019

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M. T. Prathap Kumar [email protected]
Professor and Head, Dept. of Civil Engineering, R. N. S. Institute of Technology, Dr. Vishnuvardhana Rd., R. R. Nagar Post, Channasandra, Bengaluru, Karnataka 560098, India. E-mail: [email protected]
Professor, Dept. of Civil Engineering, Sri Venkateshwara College of Engineering, Vidyanagar, Bengaluru International Airport Rd., Bengaluru, Karnataka 562 157, India. E-mail: [email protected]

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