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Strength and Deformation of Rockfill Material Based on Large-Scale Triaxial Compression Tests. II: Influence of Particle Breakage

Authors :
Hanlong Liu
Jingshan Jiang
Yang Xiao
Yumin Chen
Source :
Journal of Geotechnical and Geoenvironmental Engineering. 140
Publication Year :
2014
Publisher :
American Society of Civil Engineers (ASCE), 2014.

Abstract

The amount of particle breakage of Tacheng rockfill material (TRM) in the process of shearing was quantitatively measured by a relative breakage index. The fractal dimension of TRM at the final state of the tests was found to be linearly related to the void ratio and logarithm of the confining pressure. The influences of the relative breakage index on the friction angle, modulus, and deformation were investigated based on a series of large-scale triaxial compression tests on TRM. An increase in the relative breakage index leads to an increase in the volumetric strain and to decreases in the peak state friction angle, critical state friction angle, deviatoric strain, and critical state void ratio. The test results were used to propose simple formulations pertaining to the relative breakage index for the strength and deformation indexes (e.g., peak state friction angle, critical state friction angle, initial elastic modulus, secant modulus at 50% of the peak strength, volumetric strain, deviatoric s...

Details

ISSN :
19435606 and 10900241
Volume :
140
Database :
OpenAIRE
Journal :
Journal of Geotechnical and Geoenvironmental Engineering
Accession number :
edsair.doi...........c3d962415f6cc131979e9fddfd091db1