Influence of Particle Breakage on Critical State Line of Rockfill Material

AbstractThe influences of particle breakage on the position of the critical state line (CSL) were systematically investigated in this paper through a series of large-scale triaxial compression tests on Tacheng rockfill material (TRM). It was found that the critical-state stress ratio of TRM (i.e., t...

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Veröffentlicht in:	International journal of geomechanics 2016-02, Vol.16 (1)
Hauptverfasser:	Xiao, Yang, Liu, Hanlong, Ding, Xuanming, Chen, Yumin, Jiang, Jingshan, Wengang Zhang
Format:	Artikel
Sprache:	eng
Schlagworte:	Breakage Constants Rockfill Sand Stress ratio Technical Papers Translations Triaxial compression tests Void ratio
Online-Zugang:	Volltext
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