Abstract
In the present study, an attempt is made to evaluate the strength and dilatancy parameters of sands mixed with jute fibres. A series of direct shear tests were performed on sample of sands with mixture of 0, 0.25 and 0.50% of jute fibres at three different relative density states, namely loose, medium dense and dense, the effect of stress level is also bought out by varying the effective normal stress. The tests were conducted on dry sand having different relative densities (i.e. 20, 50 and 80%) subjecting them to different constant values of vertical normal stress ranging from 50 to 400 kPa. At each stress level and density state for each case of sand fibre mixture, peak frictional angle and dilatancy angle were found out by conducting direct shear tests. A series of the direct shear tests were conducted up to shear strain value of 40%. The stress-strain response was observed, and the shear strength and dilatancy parameters were obtained for sand–jute fibre mixture with each relative density and normal stresses. Also, a correlation between peak friction angle, dilatancy angle and critical state friction angle was obtained for sands mixed with jute fibre. The present data was also compared with those of the previous established correlations by Bolton (Geotechnique 36(1):65–78, 1986) and Kumar et al. (Indian Geotech J 37(1):53, 2007).
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Bishop AW (1966) The strength of soils as engineering materials. Geotechnique 16(2):91–128
Bolton MD (1986) The strength and dilatancy of sands. Geotechnique 36(1):65–78
Casagrande A (1936) Characteristics of Cohesionless Soils affecting the Stability of Slopes and Earth Fills. J Boston Soc Civ Eng 23(1):13–32
IS-1498-1970, Reaffirmed (2002) Classification and identification of soils for engineering purposes. Bureau of Indian Standards, New Delhi
Kumar JR, Kumar KVSB (2007) Relationship between rate of dilation, peak and critical state of friction angles. Indian Geotech J 37(1):53
Lee KL, Seed HB (1967) Drained characteristics of sands. J Soil Mech Found Div ASCE 93(6):117–141
Reynolds O (1885) The dilating of media composed of rigid particles in contact. Philosophical Magazine (December issue)
Salgado R, Bandini P, Karim A (2000) Shear strength and stiffness of silty sand. J Geotech Geoenviron Eng ASCE 126(5):451–462
Schanz T, Vermeer PA (1996) Angle of friction and dilatancy of sand. Geotechnique 46(1):145–151
Simoni A, Houlsby GT (2006) The direct shear strength and dilatancy of sand–gravel mixtures. Geotech Geol Eng 24:523–549
Singh HP, Bagra M (2013) Improvement in CBR value of soil reinforced with jute fibre. Int J Innov Res Sci Eng Technol 2:3447–3452
Skempton, AW, Bishop AW (1950) Measurement of Shear Strength of Soils. Geotechnigue 4(2):70
Taylor DW (1948) Fundamentals of soil mechanics. Wiley, New York
Vesic AS, Clough GW (1968) Behavior of granular materials under high stresses. J Soil Mech Found Div ASCE 94(3):661–688
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Bariker, P., Raju, K. (2020). Strength and Dilatancy of Sands Mixed with Jute Fibre. In: Latha Gali, M., P., R.R. (eds) Geotechnical Characterization and Modelling. Lecture Notes in Civil Engineering, vol 85. Springer, Singapore. https://doi.org/10.1007/978-981-15-6086-6_6
Download citation
DOI: https://doi.org/10.1007/978-981-15-6086-6_6
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-15-6085-9
Online ISBN: 978-981-15-6086-6
eBook Packages: EngineeringEngineering (R0)