Technical Papers
Apr 10, 2023

A Hypoplastic Constitutive Model for Granular Materials with Particle Breakage

Publication: International Journal of Geomechanics
Volume 23, Issue 6

Abstract

Granular materials, such as rockfill materials and carbonate sand, exhibit complex mechanical behavior, which is affected by particle breakage under elevated pressures. In this study, we present a relative breakage model based on mean stress, void ratio, and strain. We further consider the effect of relative breakage on the critical state line. A hypoplastic constitutive model is developed by incorporating the critical state. The validity of the constitutive model is shown by comparing the numerical and experimental results of drained triaxial tests.

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Acknowledgments

This work was supported by the National Outstanding Youth Science Fund Project of the National Natural Science Foundation of China (Grant No. 51722801). Their support is gratefully acknowledged.

Notation

The following symbols are used in this paper:
ae, b, ap
breakage parameters;
Bp
breakage potential;
Br
relative breakage;
Bt
total breakage;
Ci
parameter of the basic hypoplastic model;
D
strain rate tensor;
Dc
relative density;
Dq
deviatoric strain rate;
Dv
volumetric strain rate;
dM
maximum diameter;
dm
minimum diameter;
E
tangent modulus;
e˙
time derivation of the void ratio;
e
void ratio;
ecrt
void ratio at a critical state;
emin
minimum void ratio;
e0
initial void ratio;
Ie
density function;
Ise
function of stiffness;
M
stress ratio;
M0
stress ratio without breakage;
pa
atmospheric pressure;
p0
initial confining pressure;
p
mean stress;
q
deviatoric stress;
r
stress ratio;
T
stress tensor;
T*
deviatoric stress tensor;
T
Jaumann stress rate tensor;
T
Cauchy stress rate tensor;
tr
trace of a tensor;
W
spin tensor;
β
stiffness parameter;
ε1
axial strain;
λ, ξ, λbr, α
four critical-state parameters;
ϕcrt
friction angle at the critical state;
ʋ
initial Poisson’s ratio; and
ψ
dilation angle.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 23Issue 6June 2023

History

Received: Jun 23, 2022
Accepted: Jan 8, 2023
Published online: Apr 10, 2023
Published in print: Jun 1, 2023
Discussion open until: Sep 10, 2023

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Haoyong Qian [email protected]
Ph.D. Candidate, Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China. Email: [email protected]
Professor, Institut für Geotechnik, Univ. für Bodenkultur Wien, Vienna 1180, Austria. Email: [email protected]
Professor, Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China. Email: [email protected]
Chengshun Xu [email protected]
Professor, Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China (corresponding author). Email: [email protected].

Author Contributions

Haoyong Qian: conceptualization, methodology, investigation, data curation, formal analysis, and writing—original draft. Wei Wu: conceptualization and methodology—review and editing. Xiuli Du: conceptualization, supervision, and funding acquisition—review and editing. Chengshun Xu: conceptualization, formal analysis, supervision, resources, and funding acquisition.

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  • An extended hypoplastic constitutive model considering particle breakage for granular material, Computers and Geotechnics, 10.1016/j.compgeo.2023.105503, 159, (105503), (2023).

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