Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/104347
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Type: Conference paper
Title: Influences of stiffness ratio, friction coefficient and strength ratio on the macro behavior of cemented sand based on DEM
Author: Zhao, H.
Sang, Y.
Deng, A.
Ge, L.
Citation: Springer Proceedings in Physics, 2017 / Li, X., Feng, Y., Mustoe, G. (ed./s), vol.188, pp.485-495
Publisher: Springer
Issue Date: 2017
Series/Report no.: Springer Proceedings in Physics ; 188
ISBN: 9789811019258
ISSN: 0930-8989
1867-4941
Conference Name: 7th International Conference on Discrete Element Methods (DEM 2016) (1 Aug 2016 - 4 Aug 2016 : Dalian, China)
Editor: Li, X.
Feng, Y.
Mustoe, G.
Statement of
Responsibility: 
H. Zhao, Y. Sang, A. Deng and L. Ge
Abstract: A study was conducted on cemented sand modeled with a contact bond model to investigate the influences of micro parameters on its macro properties based on a three dimensional discrete element simulation. The influences of the micro parameters of the stiffness ratio, the strength ratio and the friction coefficient on the unconfined compression behavior of the cemented sand are revealed and a qualitative relationship is established between each individual micro parameter and the macro properties of Young’s modulus and compressive strength based on 3D numerical discrete element simulation data. The results are important for the multi-scale study and will offer guidance to use the discrete element method, to model cemented sands or cemented aggregates.
Rights: © Springer Science+Business Media Singapore 2017
DOI: 10.1007/978-981-10-1926-5_51
Published version: http://dx.doi.org/10.1007/978-981-10-1926-5_51
Appears in Collections:Aurora harvest 7
Civil and Environmental Engineering publications

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