Effects of Particle Size Distribution on Shear Strength of Accumulation Soil
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VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 11
Abstract
This paper focuses on the effects of particle size distribution on shear strength of accumulation soil. A series of direct shear box tests and triaxial tests were performed to characterize the shear strength of the accumulation soil. Results from the direct shear tests indicate that the range of the angle of shearing resistance of the accumulation soil is 33.5–54.6°, and those from the triaxial tests indicate that the angle is 37.2–50.7°. The basic properties of the soil, such as median particle diameter, coefficient of uniformity, and gravel content, were used to analyze the effects. The angle of shearing resistance is generally increasing with increasing median particle diameter and gravel content and decreasing with increasing coefficient of uniformity.
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Acknowledgments
The authors gratefully acknowledge the financial support from the National Science and Technology Support Programs in P. R. China under Grant No. 2012BAB05B04, and the Chongqing Science & Technology Commission of China under Grant No. cstc2013jcyja30009 and cstc2013jcyja30006.
References
Antony, S. J., and Kruyt, N. P. (2009). “Role of interparticle friction and particle-scale elasticity in the shear-strength mechanism of three-dimensional granular media.” Phys. Rev. E: Stat. Nonlinear Soft Matter Phys., 79(3), 031308.
Araei, A. A., Soroush, A., and Rayhani, M. (2009). “Large-scale triaxial testing and numerical modeling of rounded and angular rockfill materials.” Sci. Iranica, 17(3), 169–183.
Asadzadeh, M., and Soroush, A. (2009). “Direct shear testing on a rockfill material.” Arabian J. Sci. Eng., 34(2), 378–396.
ASTM. (1990). “Standard test method for direct shear test of soils under consolidated drained conditions.” D3080-90, Philadelphia.
Azéma, E., Estrada, N., and Radjaï, F. (2012). “Nonlinear effects of particle shape angularity in sheared granular media.” Phys. Rev. E: Stat. Nonlinear Soft Matter Phys., 86(4), 041301.
Bishop, A. W., and Henkel, D. J. (1957). The measurement of soil properties in the triaxial test, Edward Arnold, London.
Cerato, A. B., and Lutenegger, A. J. (2006). “Specimen size and scale effects of direct shear box tests of sands.” Geotech. Test. J., 29(6), 507–516.
Charles, J. A., and Watts, K. S. (1980). “The influence of confining pressure on the shear strength of compacted rockfill.” Geotechnique, 30(4), 353–367.
Fakhimi, A., and Hosseinpour, H. (2011). “Experimental and numerical study of the effect of an oversize particle on the shear strength of mined-rock pile material.” Geotech. Test. J., 34(2), 131–138.
Fannin, R. J., Eliadorani, A., and Wilkinson, J. M. T. (2005). “Shear strength of cohesionless soils at low stress.” Geotechnique, 55(6), 467–478.
Hamidi, A., Alizadeh, M., and Soleimani, S. M. (2009). “Effect of particle crushing on shear strength and dilation characteristics of sand-gravel mixtures.” Int. J. Civ. Eng., 7(1), 61–71.
Hennes, R. G. (1952). “The strength of gravel in direct shear.” Symp. on Direct Shear Testing of Soils, Vol. STP 131, ASTM, West Conshohocken, PA, 51–62.
Janoo, V. (1998). “Quantification of shape, angularity, and surface texture of base course materials.” Special Rep. 98-1, United States Army Corps of Engineers, Cold Regions Research and Engineering Laboratory, Hanover, NH.
Kirkpatrick, W. M. (1965). “Effect of grain size and grading on the shearing behavior of granular materials.” Proc., 6th Int. Conf. on Soil Mechanics and Foundation Engineering, University of Toronto Press, Toronto, 273–277.
Kolbuszewski, J., and Frederick, M. R. (1963). “The significance of particle shape and size on the mechanical behaviour of granular materials.” Proc., 1st Europe Conf. on Soil Mechanics and Foundation Engineering, Deutsche Gesellschaft für Erd-und Grundbau e.V., Essen, Germany, 253–263.
Lees, G., (1964). “The measurement of particle shape and its influence in engineering materials.” J. British Granite and Whinestone Federation, 4(2), 1–22.
Leps, T. M. (1970). “Review of shearing strength of rockfill.” J. Soil Mech. and Found. Div., 96(4), 1159–1170.
Nam, S., Gutierrez, M., Diplas, P., and Petrie, J. (2011). “Determination of the shear strength of unsaturated soils using the multistage direct shear test.” Eng. Geol., 122(3–4), 272–280.
Shi, W. C., Zhu, J. G., Chiu, C. F., and Liu, H. L. (2010). “Strength and deformation behavior of coarse-grained soil by true triaxial tests.” J. Cent. South Univ. Technol., 17(5), 1095–1102.
Simoni, A., and Houlsby, G. T. (2006). “The direct shear strength and dilatancy of sand-gravel mixtures.” Geotech. Geol. Eng., 24(3), 523–549.
Trade Standard of P. R. China. (1999). “Standard method for triaxial test of coarse soil.” SL237-060, Specification of Soil Test, Ministry of Water Resources of P. R. China, Beijing (in Chinese).
Ueda, T., Matsushima, T., and Yamada, Y. (2011). “Effect of particle size ratio and volume fraction on shear strength of binary granular mixture.” Granular Matter, 13(6), 731–742.
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© 2013 American Society of Civil Engineers.
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Received: Aug 1, 2012
Accepted: Mar 20, 2013
Published online: Mar 22, 2013
Published in print: Nov 1, 2013
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