Testing and modeling of rockfill materials : a review

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...

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Main Authors: Xiao, Yang, Liu, Hong, Zhang, Wengang, Liu, Hanlong, Yin, Feng, Wang, Youyu
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2018
Subjects:
Online Access:https://hdl.handle.net/10356/88043
http://hdl.handle.net/10220/46891
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-880432020-03-07T11:43:32Z Testing and modeling of rockfill materials : a review Xiao, Yang Liu, Hong Zhang, Wengang Liu, Hanlong Yin, Feng Wang, Youyu School of Civil and Environmental Engineering Large-scale Triaxial Test Confining Pressure DRNTU::Engineering::Civil engineering 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. Published version 2018-12-10T02:11:17Z 2019-12-06T16:54:48Z 2018-12-10T02:11:17Z 2019-12-06T16:54:48Z 2016 Journal Article 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 1674-7755 https://hdl.handle.net/10356/88043 http://hdl.handle.net/10220/46891 10.1016/j.jrmge.2015.09.009 en Journal of Rock Mechanics and Geotechnical Engineering © 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 (http://creativecommons.org/ licenses/by-nc-nd/4.0/). 8 p. application/pdf
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic Large-scale Triaxial Test
Confining Pressure
DRNTU::Engineering::Civil engineering
spellingShingle Large-scale Triaxial Test
Confining Pressure
DRNTU::Engineering::Civil engineering
Xiao, Yang
Liu, Hong
Zhang, Wengang
Liu, Hanlong
Yin, Feng
Wang, Youyu
Testing and modeling of rockfill materials : a review
description 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.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Xiao, Yang
Liu, Hong
Zhang, Wengang
Liu, Hanlong
Yin, Feng
Wang, Youyu
format Article
author Xiao, Yang
Liu, Hong
Zhang, Wengang
Liu, Hanlong
Yin, Feng
Wang, Youyu
author_sort Xiao, Yang
title Testing and modeling of rockfill materials : a review
title_short Testing and modeling of rockfill materials : a review
title_full Testing and modeling of rockfill materials : a review
title_fullStr Testing and modeling of rockfill materials : a review
title_full_unstemmed Testing and modeling of rockfill materials : a review
title_sort testing and modeling of rockfill materials : a review
publishDate 2018
url https://hdl.handle.net/10356/88043
http://hdl.handle.net/10220/46891
_version_ 1681040938300866560