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Stress fluctuations in granular material response during cyclic direct shear test

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Abstract

This paper presents the results of an intensive series of experiments on various types of sands using cyclic direct shear testing apparatus. Two different grain shapes (rounded and angular) of sands having distinct sizes (0.25–0.5 and 1.0–2.0  mm) were tested in an automated constant normal load cyclic direct shear testing apparatus at an 100 kPa vertical effective stress, and two rates of shearing (2.0 and 0.025 mm/min). Experiments on the specimens resulted in sharp decreases followed by gradual increases in shear stress values. The results suggest that these successive drops and formations give a stick–slip nature to the fluctuations, which might be attributed mainly to the rate of loading, shape of grains, size of grains, and fines contents.

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Acknowledgments

The author would like to thank Prof. Dr. Kagan Tuncay of the METU for his invaluable helps during the experimental works.

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  1. Geotechnical Engineering Division, Department of Civil Engineering, University of Gaziantep, Gaziantep, Turkey

    Ali Firat Cabalar

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  1. Ali Firat Cabalar
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Cabalar, A.F. Stress fluctuations in granular material response during cyclic direct shear test. Granular Matter 17, 439–446 (2015). https://doi.org/10.1007/s10035-015-0568-y

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