Experimental Study on Shear Strength Parameters of Soil Mixed with Glass Fiber

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  •   Mohamad Farouk Abd-elmagied

Abstract

Determining the shear strength properties of the soil is a vital step in investigation its stress-strain behavior. Moreover, suction plays a vital role in the shear strength of the unsaturated soil. This paper investigates the influence of the fiber glass on the shear strength parameters of (c-ɸ) soil with different ratios. To achieve this purpose, the samples of (c- ɸ) soil from El-Fardos gardens housing compound, Benha city, Egypt, were prepared at their maximum dry densities with corresponding optimum moisture content. Direct shear box test of 60 x 60 mm under a relentless rate of 1 mm/min was employed with the proposed range of ASTM D 3080. Different fiber glass ratios of 0.1, 0.50 and 1.00 % of soil sample weight were used. The results confirmed that the peak shear strength parameters increased with increasing the fiber ratio.


Keywords: Direct Shear Box, Fiber Glass, Shear Strength Parameters

References

Katarzyna Dolzyk-Szypcio “Direct shear test for coarse granular soil” International Journal of Civil Engineering. March 2019.

Ajay N., Ashwin. M. Joshi, Girish. S. and Harshitha M.R. “Experimental studies on rheological properties of conventional vibrated concrete using direct shear box” The Indian Concrete Journal, August 2018, Vol. 92, Issue 8, PP.19-28.

Abidemi Olujide, Ndifreke Edem Udoh and Joseph Ignatius Umenge “Determination of soil shear properties on a soil to concrete interface using a direct shear box apparatus” International Journal of Geo-Engineering. 2017, 8:17.

S.R. Mohapatra, S.R. Mishra, Nithin S. and K. Rajagopal “Effect of box size on dilative behaviour of sand in direct shear test” Indian Geotechnical Conference IGC2016, 15-17 December 2016, IIT Madras. Chennai, India.

Reza Ziaie Moayed, Mahdi Alibolandi and Amir Alizadeh “Specimen size effects on direct shear tests of silty sands” International Journal of Geotechnical Engineering, June 2016.

Timothy D. Stark, Robert H. Swan and Zehong Yuan “Ballast direct shear testing” Proceedings of the 2014 Joint Rail Conference JRC 2014. April 2-4, 2014, Colorado Springs, CO, USA.

Ming Xiao, M.ASCE, Martin Ledezma and Corbin Hartman “Shear resistance of tire-derived aggregate using large-scale direct shear tests” Journal of Materials in Civil Engineering. December 18, 2013. ISSN 0899-1561.

Byeong-Su Kim, Satoru Shibuya, Seong-Wan Park and Shoji Kato “Effect of opening on the shear behavior of granular materials in direct shear test” KSCE Journal of Civil Engineering (2012) 16 (7): 1132-1142.

A. Hamidi, G. Habibagahi and M. Ajdari “Shear behavior of shiraz silty clay determined using osmotic direct shear box” Kasetsart University, Thailand, ISBN 978-616-7522-77-7, 2011.

Si-hong LIU. “Application of in situ direct shear device to shear strength measurement of rockfill materials” Water Science and Engineering, 2009, 2 (3): 48-57.

ZHOU Qiang, SHEN Hayley H, HELENBROOK Brian T and ZHANG Hong Wu “Scale dependence of direct shear tests” Chinese Science Bulletin, 54: 4337-4348, 2009.

S.H.Liu. “Simulating a direct shear box test by DEM”. Can. Geotech. J. 43: 155-168 (2006).

Amy B. Cerato and Alan J. Lutengger. “Specimen size and scale effects of direct shear box tests of sands” Geotechnical Testing Journal, Vol. 29, No. 6, 2006.

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How to Cite
[1]
Abd-elmagied, M. 2019. Experimental Study on Shear Strength Parameters of Soil Mixed with Glass Fiber. European Journal of Engineering and Technology Research. 4, 6 (Jun. 2019), 124-128. DOI:https://doi.org/10.24018/ejers.2019.4.6.1381.