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2018 | OriginalPaper | Buchkapitel

Influence of Particle Shape on Granular Column Collapse by Three-Dimensional DEM

verfasst von : Cheng-Gong Zhang, Zhen-Yu Yin, Ze-Xiang Wu, Yin-Fu Jin

Erschienen in: Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours

Verlag: Springer Singapore

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Abstract

In this paper, a numerical investigation on the collapse of axisymmetric granular columns has been conducted using three-dimensional discrete element method. Three different initial particle shapes are considered in simulations. The final deposit morphologies for different initial conditions are compared each other in terms of final height and run-out distance, and also compared to experimental observations. It can be concluded that granular column with more elongated particle shapes can reduce the angular velocities of particles, arise the final height and reduce the run-out distance by comparing to pure spherical particles.

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Literatur
1.
Zurück zum Zitat Daerr, A., Douady, S.: Sensitivity of granular surface flows to preparation. EPL (Europhys. Lett.) 47(3), 324 (1999)CrossRef Daerr, A., Douady, S.: Sensitivity of granular surface flows to preparation. EPL (Europhys. Lett.) 47(3), 324 (1999)CrossRef
2.
Zurück zum Zitat Lajeunesse, E., Mangeney-Castelnau, A., Vilotte, J.P.: Spreading of a granular mass on a horizontal plane. Phys. Fluids 16(7), 2371–2381 (2004)CrossRef Lajeunesse, E., Mangeney-Castelnau, A., Vilotte, J.P.: Spreading of a granular mass on a horizontal plane. Phys. Fluids 16(7), 2371–2381 (2004)CrossRef
3.
Zurück zum Zitat Lube, G., Huppert, H.E., Sparks, R.S.J., Hallworth, M.A.: Axisymmetric collapses of granular columns. J. Fluid Mech. 508, 175–199 (2004)CrossRef Lube, G., Huppert, H.E., Sparks, R.S.J., Hallworth, M.A.: Axisymmetric collapses of granular columns. J. Fluid Mech. 508, 175–199 (2004)CrossRef
4.
Zurück zum Zitat Cleary, P.W., Frank, M.: Three-dimensional discrete element simulation of axisymmetric collapses of granular columns. In: Technical Report 44710. Technische Universitat Kaiserslautern (2006) Cleary, P.W., Frank, M.: Three-dimensional discrete element simulation of axisymmetric collapses of granular columns. In: Technical Report 44710. Technische Universitat Kaiserslautern (2006)
5.
Zurück zum Zitat Lo, C.Y., Bolton, M., Cheng, Y.P.: Discrete element simulation of granular column collapse. In: AIP Conference Proceedings, vol. 1145, no. 1, pp. 627–630. AIP, June 2009 Lo, C.Y., Bolton, M., Cheng, Y.P.: Discrete element simulation of granular column collapse. In: AIP Conference Proceedings, vol. 1145, no. 1, pp. 627–630. AIP, June 2009
6.
Zurück zum Zitat Kermani, E., Li, T., Qiu, T.: Discrete element method simulation of granular column collapse. In: Advances in Transportation Geotechnics and Materials for Sustainable Infrastructure, pp. 1–8 (2014) Kermani, E., Li, T., Qiu, T.: Discrete element method simulation of granular column collapse. In: Advances in Transportation Geotechnics and Materials for Sustainable Infrastructure, pp. 1–8 (2014)
7.
Zurück zum Zitat Kermani, E., Qiu, T., Li, T.: Simulation of collapse of granular columns using the discrete element method. Int. J. Geomech. 15(6), 04015004 (2015)CrossRef Kermani, E., Qiu, T., Li, T.: Simulation of collapse of granular columns using the discrete element method. Int. J. Geomech. 15(6), 04015004 (2015)CrossRef
8.
Zurück zum Zitat Soundararajan, K.K.: Multi-scale multiphase modelling of granular flows. Doctoral dissertation, University of Cambridge (2015) Soundararajan, K.K.: Multi-scale multiphase modelling of granular flows. Doctoral dissertation, University of Cambridge (2015)
9.
Zurück zum Zitat Cundall, P.A., Strack, O.D.: A discrete numerical model for granular assemblies. Geotechnique 29(1), 47–65 (1979)CrossRef Cundall, P.A., Strack, O.D.: A discrete numerical model for granular assemblies. Geotechnique 29(1), 47–65 (1979)CrossRef
10.
Zurück zum Zitat Itasca Consulting Group, Inc, PFC3D (Particle Flow Code in 3D) Theory and Background Manual. Version 3.0, ICG, Minneapolis (2003) Itasca Consulting Group, Inc, PFC3D (Particle Flow Code in 3D) Theory and Background Manual. Version 3.0, ICG, Minneapolis (2003)
11.
Zurück zum Zitat Jiang, M., Yin, Z.Y.: Analysis of stress redistribution in soil and earth pressure on tunnel lining using the discrete element method. Tunn. Undergr. Space Technol. 32, 251–259 (2012)CrossRef Jiang, M., Yin, Z.Y.: Analysis of stress redistribution in soil and earth pressure on tunnel lining using the discrete element method. Tunn. Undergr. Space Technol. 32, 251–259 (2012)CrossRef
12.
Zurück zum Zitat Jiang, M.J., Liu, J., Sun, Y., Yin, Z.: Investigation into macroscopic and microscopic behaviors of bonded sands using distinct element method. Soils Found. 53(6), 804–819 (2013)CrossRef Jiang, M.J., Liu, J., Sun, Y., Yin, Z.: Investigation into macroscopic and microscopic behaviors of bonded sands using distinct element method. Soils Found. 53(6), 804–819 (2013)CrossRef
13.
Zurück zum Zitat Jiang, M., Yin, Z.Y.: Influence of soil conditioning on ground deformation during longitudinal tunneling. C.R. Mec. 342(3), 189–197 (2014)CrossRef Jiang, M., Yin, Z.Y.: Influence of soil conditioning on ground deformation during longitudinal tunneling. C.R. Mec. 342(3), 189–197 (2014)CrossRef
14.
Zurück zum Zitat Jing, X.Y., Zhou, W.H., Zhu, H.X., Yin, Z.Y., Li, Y.: Analysis of soil-structural interface behavior using three-dimensional DEM simulations. Int. J. Numer. Anal. Methods Geomech. 42, 339–357 (2017)CrossRef Jing, X.Y., Zhou, W.H., Zhu, H.X., Yin, Z.Y., Li, Y.: Analysis of soil-structural interface behavior using three-dimensional DEM simulations. Int. J. Numer. Anal. Methods Geomech. 42, 339–357 (2017)CrossRef
15.
Zurück zum Zitat Zhu, H., Zhou, W.H., Yin, Z.Y.: Deformation mechanism of strain localization in 2D numerical interface tests. Acta Geotechnica. 12, 1–17 (2017) Zhu, H., Zhou, W.H., Yin, Z.Y.: Deformation mechanism of strain localization in 2D numerical interface tests. Acta Geotechnica. 12, 1–17 (2017)
16.
Zurück zum Zitat Biarez, J., Hicher, P.Y.: Elementary mechanics of soil behaviour: saturated remoulded soils. AA Balkema (1994) Biarez, J., Hicher, P.Y.: Elementary mechanics of soil behaviour: saturated remoulded soils. AA Balkema (1994)
Metadaten
Titel
Influence of Particle Shape on Granular Column Collapse by Three-Dimensional DEM
verfasst von
Cheng-Gong Zhang
Zhen-Yu Yin
Ze-Xiang Wu
Yin-Fu Jin
Copyright-Jahr
2018
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-13-0125-4_94