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Title: Testing and modeling of rockfill materials : a review
Authors: Xiao, Yang
Liu, Hong
Zhang, Wengang
Liu, Hanlong
Yin, Feng
Wang, Youyu
Keywords: Large-scale Triaxial Test
Confining Pressure
DRNTU::Engineering::Civil engineering
Issue Date: 2016
Source: Xiao, Y., Liu, H., Zhang, W., Liu, H., Yin, F., & Wang, Y. (2016). Testing and modeling of rockfill materials: A review. Journal of Rock Mechanics and Geotechnical Engineering, 8(3), 415-422. doi:10.1016/j.jrmge.2015.09.009
Series/Report no.: Journal of Rock Mechanics and Geotechnical Engineering
Abstract: The research development of rockfill materials (RFM) was investigated by a series of large-scale triaxial tests. It is observed that confining pressure and particle breakage play important roles in the mechanical property, dilatancy relation and constitutive model of RFM. In addition, it is observed that the conventional dilatancy relation and constitutive model are not suitable for RFM due to the complex mechanical behavior. Hence, it needs to propose a unified constitutive model of RFM, considering the state-dependent and particle breakage behavior.
ISSN: 1674-7755
DOI: 10.1016/j.jrmge.2015.09.009
Rights: © 2016 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license ( licenses/by-nc-nd/4.0/).
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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