Influence of Particle Size Distribution on the Critical State of Rockfill
Joint Authors
Nimbalkar, Sanjay
Yang, Gui
Jiang, Yang
Sun, Yifei
Li, Nenghui
Source
Issue
Vol. 2019, Issue 2019 (31 Dec. 2019), pp.1-7, 7 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2019-10-20
Country of Publication
Egypt
No. of Pages
7
Main Subjects
Abstract EN
In order to study the effect of particle size distribution on the critical state of rockfill, a series of large-scale triaxial tests on rockfill with different maximum particle sizes were performed.
It was observed that the intercept and gradient of the critical state line in the e−p′ plane decreased as the grading broadened with the increase in particle size while the gradient of the critical state line in the p′−q plane increased as the particle size increased.
A power law function is found to appropriately describe the relationship between the critical state parameters and maximum particle size of rockfill.
American Psychological Association (APA)
Yang, Gui& Jiang, Yang& Nimbalkar, Sanjay& Sun, Yifei& Li, Nenghui. 2019. Influence of Particle Size Distribution on the Critical State of Rockfill. Advances in Civil Engineering،Vol. 2019, no. 2019, pp.1-7.
https://search.emarefa.net/detail/BIM-1117428
Modern Language Association (MLA)
Yang, Gui…[et al.]. Influence of Particle Size Distribution on the Critical State of Rockfill. Advances in Civil Engineering No. 2019 (2019), pp.1-7.
https://search.emarefa.net/detail/BIM-1117428
American Medical Association (AMA)
Yang, Gui& Jiang, Yang& Nimbalkar, Sanjay& Sun, Yifei& Li, Nenghui. Influence of Particle Size Distribution on the Critical State of Rockfill. Advances in Civil Engineering. 2019. Vol. 2019, no. 2019, pp.1-7.
https://search.emarefa.net/detail/BIM-1117428
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1117428