Three bases with increasing roughness were designed by adjusting the geometric relationships of particles bonded to the base, to study the roughness effect on flow behaviour and size segregation in bidisperse granular chute flows. In light of limited research on accurate tracking of different particles in bidisperse granular flows, particle tracking velocimetry, which allows tracking of large and small particles down to the pixel level, was used to measure the velocity and displacement of large and small particles separately. Experimental results show that when the critical inclination θc increases from 31·9° to 36·1°, the mixing point of the large and small particles decreases from 67 to 39 cm. Moreover, the overall flow is suppressed in the stream-wise direction and promoted in the depth-wise direction as the base roughness increases.
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December 2022
Research Article|
October 21 2022
Effect of base roughness on flow behaviour and size segregation in dry granular flows Available to Purchase
Y. Zhao;
Y. Zhao
*College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China.
†MOE Key Laboratory of Soft Soil and Geoenvironmental Engineering, Zhejiang University, Hangzhou, China.
‡Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou, China.
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Y. Luo;
Y. Luo
*College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China.
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W. Wang;
W. Wang
*College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China.
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S. Liu;
S. Liu
*College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China.
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Z. Zhan
Z. Zhan
*College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China.
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Publisher: Emerald Publishing
Received:
May 03 2022
Accepted:
September 28 2022
ICE Publishing: all rights reserved
2022
Geotechnique Letters (2022) 12 (4): 258–264.
Article history
Received:
May 03 2022
Accepted:
September 28 2022
Citation
Zhao Y, Luo Y, Wang W, Liu S, Zhan Z (2022), "Effect of base roughness on flow behaviour and size segregation in dry granular flows". Geotechnique Letters, Vol. 12 No. 4 pp. 258–264, doi: https://doi.org/10.1680/jgele.22.00044
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