International Journal of Science, Technology and Society
Volume 3, Issue 5, September 2015, Pages: 230-235
Received: Jan. 30, 2015;
Accepted: Apr. 22, 2015;
Published: Aug. 5, 2015
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Md. Akhtar Hossain, Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh
Akib Adnan, Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh
Md. Maskurul Alam, Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh
Geotextiles and jute fibers both have been successfully used for reinforcement of soils to improve the bearing capacity. In the present study, firstly the geotextile is used as a tensional material for reinforcement of granular soils. Laboratory California Bearing Ratio (CBR) tests were performed to investigate the load-penetration behavior of reinforced and unreinforced granular soils with geotextile. By placing geotextile at certain depth within sample height in one, two or three layers were tested under soaked condition to investigate the effects of the number of geotextile layer on the increase in bearing capacity. Secondly, laboratory tests were performed to investigate the behavior of granular soil reinforced with jute fiber of various aspect ratio mixed with soil at 0.5%, 1.0%, 1.5%, 2.0% by weight of the soil. Finally, the granular soil was reinforced with the combination of geotextile (top and middle layer of the sample) and jute fiber (0.5% and 1% by the weight of soil). The experimental results were then studied and compared to determine the most effective combination of geotextile and jute fiber to reinforce the studied granular soil.
Md. Akhtar Hossain,
Md. Maskurul Alam,
Improvement of Granular Subgrade Soil by Using Geotextile and Jute Fiber, International Journal of Science, Technology and Society.
Vol. 3, No. 5,
2015, pp. 230-235.
Allahbakhshi, M. and Sadeghi, H. (2014) “Behaviour of industrial machinery foundation on prestressed geogrid-reinforced embankment over soft soil under static load”, Journal of Science Publishing Group, Vol. 2, Issue 6, pp. 65-73.
Al-Moussawi, H.M. and Andersland, O.B. (1987) Discussion on the paper “Behavior of Fabric- versus Fiber- Reinforced Sand”, J. Geotech. Engg., ASCE, Vol. 113(7), pp.381-387.
Datta, M. (1999) “Engineering Properties of Coal Ash”, Proceedings of Indian Geotechnical Conference, New Delhi, pp.41-45.
Bergado, D.T., Youwai, S., Hai, C.N. and Voottipruex, P. (2001) “Interaction of nonwoven needle-punched geotextiles under axisymmetric loading conditions”. Geotextiles and Geomembranes, Vol. 19, pp.299-328
Fannin, R.J., O. Sigurdsson (1996) “Field observations on stabilization of unpaved roads with geosynthetics”. Journal of Geotechnical Engineering, ASCE ,122 (7), pp.544–553.
Haeri, S.M., R. Nourzad, A.M. Oskrouch (2000) “Effect of geotextile reinforcement on the mechanical behavior of sands”. Geotextiles and Geomembranes 18 (6), pp.385–402.
Hossain, M.A., Hossain, M.S. and Hasan, M.K. (2015) “Application of Jute Fiber for the Improvement of Subgrade Characteristics” Journal of Science Publishing Group, Vol. 2, Issue 3, pp. 26-30.
Kaniraj, S.R., and Rao, G.V. (1994) "Trends in the use of geotextiles in India", Journal of geotextiles and geomembranes, pp.13389 - 402.
Latha, G.M¬, Murthy, V.S., (2007) “Effects of reinforcement form on the behavior of geosynthetic reinforced sand”. Geotextiles and Geomembrane, Vol. 25, pp. 23–32.
Park, T., S.A. Tan (2005) Enhanced performance of reinforced soil walls by the inclusion of short fiber. Geotextiles and Geomembranes, Vol 2 (4), pp. 348–361.
Raymond, G., Ismail, I.,(2003) “The effect of geogrid reinforcement on unbound aggregates”. Geotextiles and Geomembranes, Vol. 21, pp.355–380.
Resl, S., Werner, G., (1986) “The influence of nonwoven needle- punched geotextiles on the ultimate bearing capacity of the subgrade”. Proceedings of the Third International Conference on Geotextiles, Vienna, Vol. 4, pp. 1009– 1013.
Yetimoglu, T., Salbas, O., (2003) “A study on shear strength of sands reinforced with randomly distributed discrete fibers”. Geotextiles and Geomembranes, Vol. 21 (2), pp.103–110.