Get 20M+ Full-Text Papers For Less Than $1.50/day. Start a 14-Day Trial for You or Your Team.

Learn More →

Estimations of Three Characteristic Stress Ratios for Rockfill Material Considering Particle Breakage

Estimations of Three Characteristic Stress Ratios for Rockfill Material Considering Particle... Abstract The particle breakage during specimen shearing has a significant influence on the critical-state line (CSL) of the rockfill material. A series of large-scale triaxial compression tests on the rockfill material from Henan Province (HPR) were conducted in a wide range of initial void ratios and confining pressures. The influences of the particle breakage on the critical-state stress ratio \(M_{\mathrm{c}}\), the peak stress ratio \(M_{\mathrm{p}}\) and dilatancy stress ratio \(M_{\mathrm{d}}\) were investigated. The deviatoric stress and particle breakage of the HPR at the critical state increase with the increase in confining pressure, while the influences of the initial void ratio on these behaviors are too little to be considered. The gradient of the CSL in the \(q\hbox {-}p\) space of the rockfill, \(M_{\mathrm{c}}\), was found to be passively correlated with the particle breakage index \(B_{\mathrm{r}}\), rather than being a constant. Additionally, the observed values of \(M_{\mathrm{c}}\) at low confining pressures (low particle breakage occur) will be substantially undervalued if \(M_{\mathrm{c}}\) is estimated as a constant. In the critical-state-theory-based constitutive models, \(M_{\mathrm{p}}\) and \(M_{\mathrm{d}}\) are estimated as the combinations of \(M_{\mathrm{c}}\) and state parameter \(\psi \). It is believed that the simulations of \(M_{\mathrm{p}}\) and \(M_{\mathrm{d}}\) when \(M_{\mathrm{c}}\) is correlated with \(B_{\mathrm{r}}\) are obviously more favorable than those when \(M_{\mathrm{c}}\) is constant. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png "Acta Mechanica Solida Sinica" Springer Journals

Estimations of Three Characteristic Stress Ratios for Rockfill Material Considering Particle Breakage

Download PDF
15 pages

Loading next page...
 
/lp/springer-journals/estimations-of-three-characteristic-stress-ratios-for-rockfill-bAT0J4jQN0
Publisher
Springer Journals
Copyright
2019 The Chinese Society of Theoretical and Applied Mechanics
ISSN
0894-9166
eISSN
1860-2134
DOI
10.1007/s10338-019-00074-x
Publisher site
See Article on Publisher Site

Abstract

Abstract The particle breakage during specimen shearing has a significant influence on the critical-state line (CSL) of the rockfill material. A series of large-scale triaxial compression tests on the rockfill material from Henan Province (HPR) were conducted in a wide range of initial void ratios and confining pressures. The influences of the particle breakage on the critical-state stress ratio \(M_{\mathrm{c}}\), the peak stress ratio \(M_{\mathrm{p}}\) and dilatancy stress ratio \(M_{\mathrm{d}}\) were investigated. The deviatoric stress and particle breakage of the HPR at the critical state increase with the increase in confining pressure, while the influences of the initial void ratio on these behaviors are too little to be considered. The gradient of the CSL in the \(q\hbox {-}p\) space of the rockfill, \(M_{\mathrm{c}}\), was found to be passively correlated with the particle breakage index \(B_{\mathrm{r}}\), rather than being a constant. Additionally, the observed values of \(M_{\mathrm{c}}\) at low confining pressures (low particle breakage occur) will be substantially undervalued if \(M_{\mathrm{c}}\) is estimated as a constant. In the critical-state-theory-based constitutive models, \(M_{\mathrm{p}}\) and \(M_{\mathrm{d}}\) are estimated as the combinations of \(M_{\mathrm{c}}\) and state parameter \(\psi \). It is believed that the simulations of \(M_{\mathrm{p}}\) and \(M_{\mathrm{d}}\) when \(M_{\mathrm{c}}\) is correlated with \(B_{\mathrm{r}}\) are obviously more favorable than those when \(M_{\mathrm{c}}\) is constant.

Journal

"Acta Mechanica Solida Sinica" – Springer Journals

Published: Apr 1, 2019

Keywords: Theoretical and Applied Mechanics; Surfaces and Interfaces, Thin Films; Classical Mechanics

References

  • An enhanced constitutive model for crushable granular materials
    A Daouadji, PY Hicher
  • Testing and modeling the behavior of riverbed and blasted quarried rockfill materials
    N Honkanadavar, KG Sharma
  • Fractional order modelling of the cumulative deformation of granular soils under cyclic loading
    Y Sun, Y Xiao, KF Hanif
  • Experimental study of the evolution of the soil water retention curve for granular material undergoing cement hydration
    G Suazo, A Fourie, J Doherty
  • Nonlinear analysis of stress and strain in soils
    JM Duncan, C-Y Chang
  • Testing and modeling two rockfill materials
    A Varadarajan, KG Sharma, K Venkatachalam
  • An elastoplastic constitutive model for rockfills incorporating energy dissipation of nonlinear friction and particle breakage
    M Liu, Y Gao, H Liu
  • Elastoplastic constitutive model for rockfill materials considering particle breakage
    Y Xiao, H Liu
  • Fractal model for rockfill shear strength based on particle fragmentation
    Y Xu, X Feng, H Zhu, F Chu
  • Constitutive model considering sand breakage
    YP Yao, H Yamamoto, ND Wang
  • Study on dilatancy equation and generalized plastic constitutive model for coarse-grained soil
    WL Guo, JG Zhu, WM Peng
  • Evolution of particle breakage and volumetric deformation of binary granular soils under impact load
    Y Xiao, H Liu, Q Chen, L Long, J Xiang
  • Linear representation of steady-state line for sand
    XS Li, Y Wang
  • A simple constitutive model for granular soils: modified stress-dilatancy approach
    RG Wan, PJ Guo
  • Elementary mechanics of soil behaviour: saturated remoulded soils
    PY Hicher
  • State-dependent dilatancy in critical-state constitutive modeling of sand
    XS Li, YF Dafalias, ZL Wang
  • Estimation of critical state-related formula in advanced constitutive modeling of granular material
    YF Jin, ZX Wu, ZY Yin, JS Shen
  • Yielding of clays in states wetter than critical
    KH Roscoe, AN Schofield, A Thurairajah
  • Changing grading of soil: effect on critical states
    D Muir Wood, K Maeda
  • Influence of particle breakage on critical state line of rockfill material
    Y Xiao, H Liu, X Ding, Y Chen, J Jiang, W Zhang
  • Grain breakage under uniaxial compression using a three-dimensional discrete element method
    F Nader, C Silvani, I Djeran-Maigre
  • A bounding surface plasticity model for sands exhibiting particle crushing
    AR Russell, N Khalili
  • Critical state behaviors of a coarse granular soil under generalized stress conditions
    Y Xiao, Y Sun, H Liu, F Yin
  • A state parameter for sands
    K Been, MG Jefferies
  • State pressure index for modeling sand behavior
    ZL Wang, YF Dafalias, XS Li, FI Makdisi
  • Particle breakage during shearing of a carbonate sand
    MR Coop, KK Sorensen, FT Bodas
  • The fractal crushing of granular materials
    GR McDowell, MD Bolton, D Robertson
  • Breakage mechanics—part I: theory
    I Einav
  • Influence of grading on the mechanical behaviour of Stava tailings
    A Carrera, M Coop, R Lancellotta
  • A constitutive model for coal-fouled ballast capturing the effects of particle degradation
    B Indraratna, S Nimbalkar, M Coop, SW Sloan
  • Strength and deformation of rockfill material based on large-scale triaxial compression tests. I: influences of density and pressure
    Y Xiao, HL Liu, Y Chen